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Final Report 539
DOTD Standards for GPS Data Collection Accuracy
by
Joshua D. Kent
Cliord Mugnier
J. Anthony Cavell
Larry Dunaway
Louisiana State University
4101 Gourrier Avenue | Baton Rouge, Louisiana 70808
(225) 767-9131 | (225) 767-9108 fax | www.ltrc.lsu.edu
Louisiana Transportation Research Center
1. Report No.
FHWA/LA.539 2. Government Accession No. 3. Recipient's
Catalog No.
4. Title and Subtitle
DOTD Standards for GPS Data Collection Accuracy 5. Report Date
September 2015
6. Performing Organization Code
127-15-4158
7. Author(s)
Kent, J. D., Mugnier, C., Cavell, J. A., & Dunaway, L.
8. Performing Organization Report No.
Louisiana State University
Center for GeoInformatics
9. Performing Organization Name and Address
Center for Geoinformatics
Department of Civil and Environmental Engineering
Louisiana State University
Baton Rouge, LA 70803
10. Work Unit No.
11. Contract or Grant No.
LTRC Project Number: 13-6GT
State Project Number: 30001520
12. Sponsoring Agency Name and Address
Louisiana Department of Transportation and
Development
P.O. Box 94245
Baton Rouge, LA 70804-9245
13. Type of Report and Period Covered
Final Report
6/30/2014
14. Sponsoring Agency Code
15. Supplementary Notes
Conducted in Cooperation with the U.S. Department of Transportation, Federal Highway Administration
16. Abstract
The Center for GeoInformatics at Louisiana State University conducted a three-part study addressing accurate,
precise, and consistent positional control for the Louisiana Department of Transportation and Development.
First, this study focused on Departmental standards of practice when utilizing Global Navigational Satellite
Systems technology for mapping-grade applications. Second, the recent enhancements to the nationwide
horizontal and vertical spatial reference framework (i.e., datums) is summarized in order to support consistent
and accurate access to the National Spatial Reference System. Third, the Center provides quality control
information to the Pavement Management System section against which Moving Vehicle Rapid Mapping data
may be compared and assessed.
17. Key Words
GNSS, GPS, GIS, Datum, LASER, C4G 18. Distribution Statement
Unrestricted. This document is available through the
National Technical Information Service, Springfield, VA
21161.
19. Security Classif. (of this report)
20. Security Classif. (of this page)
21. No. of Pages 22. Price
TECHNICAL STANDARD PAGE
Project Review Committee
Each research project will have an advisory committee appointed by the LTRC Director. The
Project Review Committee is responsible for assisting the LTRC Administrator or Manager
in the development of acceptable research problem statements, requests for proposals, review
of research proposals, oversight of approved research projects, and implementation of
findings.
LTRC appreciates the dedication of the following Project Review Committee Members in
guiding this research study to fruition.
LTRC Administrator/Manager
Zhongjie “Doc” Zhang
Gavin Gautreau
Members
Paul A. Ensminger, U.S. Geological Survey
Kurt Johnson, DOTD
Eric Lanier, DOTD
Jim Mitchell, DOTD
Nathan Baylot, DOTD
Directorate Implementation Sponsor
Janice Williams, P.E.
DOTD Chief Engineer
DOTD Standards for GPS Data Collection Accuracy
by
Joshua D. Kent
Clifford Mugnier
J. Anthony Cavell
Larry Dunaway
Center for GeoInformatics (C4G)
Department of Civil & Environmental Engineering
College of Engineering
Louisiana State University
Baton Rouge, LA 70803
LTRC Project No. 13-6GT
State Project No. 30001520
conducted for
Louisiana Department of Transportation and Development
Louisiana Transportation Research Center
The contents of this report reflect the views of the author/principal investigator who is
responsible for the facts and the accuracy of the data presented herein. The contents do not
necessarily reflect the views or policies of the Louisiana Department of Transportation and
Development or the Louisiana Transportation Research Center. This report does not
constitute a standard, specification, or regulation.
September 2015
iii
ABSTRACT
The Center for GeoInformatics (C4G) at Louisiana State University (LSU) has conducted a three-part
study addressing accurate, precise, and consistent positional control for the Louisiana Department of
Transportation and Development (DOTD).
First, this study focused on Departmental standards-of-practice when utilizing Global Navigational
Satellite Systems technology for mapping-grade applications.
Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework
(i.e., datums) was summarized in order to support consistent and accurate access to the National Spatial
Reference System.
Third, the C4G provided quality control information to the Pavement Management System section
against which Moving Vehicle Rapid Mapping (MVRM) data may be compared and assessed.
v
ACKNOWLEDGMENTS
C4G acknowledges the support from the project review committee, each of whom have provided
valuable contributions for the successful implementation of this project. C4G also wishes to
acknowledge the support from the Pavement Management System section for providing coordination for
traffic control along the highway.
J. Ashley Horne with DOTD chose the test sites, coordinated the arrangements with local districts, and
kept things on track. The leaders and safety teams at each district earned the authors’ thanks for their
expertise and diligence keeping the data collection operations safe at each of the chosen sites.
vii
IMPLEMENTATION STATEMENT
The deliverables from this report will help the Louisiana Department of Transportation and
Development global navigation satellite systems (GNSS) users, contractors, and staff meet a minimum
standard for mapping, clarify and recommend ways to deal with recent changes to the national geoid
model, and perform quality assurance measurements on the Department’s inventory of road survey
points.
Research findings and recommendations have been compiled within this final report and the survey data
produced by this study is included and available to the DOTD Pavement Management System staff via
internet (FTP) services maintained by the investigators.
ix
TABLE OF CONTENTS
ABSTRACT ............................................................................................................................................... iii
ACKNOWLEDGMENTS .......................................................................................................................... v
IMPLEMENTATION STATEMENT ...................................................................................................... vii
TABLE OF CONTENTS ........................................................................................................................... ix
LIST OF TABLES ..................................................................................................................................... xi
LIST OF FIGURES .................................................................................................................................. xii
INTRODUCTION ...................................................................................................................................... 1
OBJECTIVE ............................................................................................................................................... 3
Objective 1: Standard Operating and Collection Procedures ................................................................. 3
Objective 2: Horizontal and Vertical Datum Research Summary ......................................................... 5
Overview ............................................................................................................................................. 5
Background .......................................................................................................................................... 5
Objective 3: Provide Updated Control Point Measurements for the Pavement Management System .. 6
SCOPE ........................................................................................................................................................ 7
Scope 1: Standard Operating and Collection Procedures Development ................................................ 7
Scope 2: Horizontal and Vertical Datum Research ................................................................................ 8
Introduction ......................................................................................................................................... 8
Scope 3: Control Point Measurements for the Pavement Management System .................................... 8
METHODOLOGY ................................................................................................................................... 11
Task 1: Standard Operating and Collection Procedures for GNSS Technologies at DOTD ............... 11
Literature Review and Research on the Existing State of Practice ................................................... 11
Evaluate the Technology Proposed by the GPS Technology Oversight Committee ........................ 11
Evaluate the Pros/Cons & the Cost/Benefit (Short & Long Term) of Enterprise GNSS
Implementation. ................................................................................................................................. 15
Task 2: Horizontal and Vertical Datum Research Summary ............................................................... 19
Literature Review and Research on the Existing State of Knowledge .............................................. 19
Geoid Model Assessment .................................................................................................................. 26
Reference Framework Strategies ....................................................................................................... 33
Task 3: Field Survey of Roadway Test Sites ....................................................................................... 35
Control Point Survey ......................................................................................................................... 36
Kinematic Speed Assessment: ........................................................................................................... 36
Task 4: Reporting ................................................................................................................................. 36
DISCUSSION OF RESULTS................................................................................................................... 37
Objective 1: Standard Operating and Collection Procedures ............................................................... 37
Objective 2: Horizontal and Vertical Datum Research Summary ....................................................... 37
x
Recommendations ............................................................................................................................. 37
Strategies for Future-Proofing GNSS-Derived Positioning .............................................................. 38
Objective 3: Updated Control Point Measurements for the Pavement Management System .............. 39
CONCLUSIONS....................................................................................................................................... 41
Objective 1: Standard Operating and Collection Procedures ............................................................... 41
Objective 2: Horizontal and Vertical Datum Research Summary ....................................................... 44
Conclusion…………………………………………………………………………………………44
Objective 3: Provide Updated Control Point Measurements for the Pavement Management System 45
RECOMMENDATIONS .......................................................................................................................... 49
Objective 1: Standard Operating and Collection Procedures ............................................................... 49
Avoiding Interference……………………………………………………………………………..49
Question Regarding Post Processing in Trimble Pathfinder Office………………………………52
Objective 2: Horizontal and Vertical Datum Research Summary ....................................................... 52
Objective 3: Provide Updated Control Point Measurements for the Pavement Management System..52
ACRONYMS, ABBREVIATIONS, AND SYMBOLS ........................................................................... 55
REFERENCES ......................................................................................................................................... 57
APPENDIX A Operating and Collection Procedures ............................................................................... 61
APPENDIX B CORS Adjustment and The New C4G Network .............................................................. 81
APPENDIX C Control Survey Listing MVRM Test Site - LSU.............................................................. 99
APPENDIX D Control Survey Listing MVRM Calibration Site - Dist. 02 ........................................... 113
APPENDIX E Control Survey Listing MVRM Calibration Site - Dist. 03 ............................................ 129
APPENDIX F Control Survey Listing MVRM Calibration Site - Dist. 04 ............................................ 145
APPENDIX G Control Survey Listing MVRM Calibration Site - Dist. 05 ........................................... 151
APPENDIX H Control Survey Listing MVRM Calibration Site - Dist. 07 ........................................... 165
APPENDIX I Control Survey Listing MVRM Calibration Site - Dist. 08 ............................................. 181
APPENDIX J Control Survey Listing MVRM Calibration Site - Dist. 58 ............................................ 197
APPENDIX K Control Survey Listing MVRM Calibration Site - Dist. 61a ......................................... 211
APPENDIX L Control Survey Listing MVRM Calibration Site - Dist. 61b .......................................... 227
APPENDIX M Control Survey Listing MVRM Calibration Site - Dist. 61c ......................................... 249
APPENDIX N Control Survey Listing MVRM Calibration Site - Dist. 62 ........................................... 257
APPENDIX O Control Survey MVRM Speed Test (Site 61b) .............................................................. 271
xi
LIST OF TABLES
Table 1 GPSH hardware and software technologies utilized developing Departmental SOCP ............. 7
Table 2 Districts and locations of control surveys .................................................................................. 9
Table 3 DOTD districts ........................................................................................................................... 9
Table 4 Operational matrix ................................................................................................................... 15
Table 5 GNSS receiver setting for accuracy & precision. .................................................................... 18
Table 6 Improvements to the Horizontal Reference System for the United States .............................. 25
Table 7 Improvements to the Vertical Reference System for the United States .................................. 26
Table 8 Comparison of geoid heights ................................................................................................... 27
Table 9 Association between horizontal and vertical reference systems. .............................................. 32
Table 10 Accuracy (HRMS) after differential correction (from Trimble specifications)………………51
Table 11 Deviation of measurements at test site ................................................................................... 100
xii
LIST OF FIGURES
Figure 1 GPS satellite constellation. ....................................................................................................... 1
Figure 2 Example MVRM vehicle .......................................................................................................... 2
Figure 3 GeoXH™ ................................................................................................................................ 11
Figure 4 GeoXH™Azimuth (compass) error........................................................................................ 12
Figure 5 GeoXH™Distance-Distance Intersection............................................................................... 12
Figure 6 ArcPad Desktop Tools concept .............................................................................................. 18
Figure 7 Derivation of orthometric heights using the geoid and ellipsoid parameters. ........................ 20
Figure 8 Gravity potential ..................................................................................................................... 22
Figure 9 Visualization of geoid undulations ......................................................................................... 23
Figure 10 Nationwide Geoid 12a accuracy (Dennis, 2013) .................................................................... 29
Figure 11 NAVD 88 geoid difference for the coterminous United States (2012A – 2009). .................. 31
Figure 12 NAVD88 geoid difference for Louisiana (2012A – 2009) .................................................... 32
Figure 13 TerraSync Flowchart .............................................................................................................. 64
Figure 14 GeoXH home page ................................................................................................................. 65
Figure 15 Select ArcPad on Windows page ........................................................................................... 66
Figure 16 ArcPad splash screen .............................................................................................................. 66
Figure 17 ArcPad start screen ................................................................................................................. 67
Figure 18 Available maps ....................................................................................................................... 67
Figure 19 ArcPad survey screen ............................................................................................................. 68
Figure 20 Trimble Positions Skyplot ...................................................................................................... 68
Figure 21 Trimble Positions Settings screen .......................................................................................... 69
Figure 22 Trimble Positons logging settings .......................................................................................... 69
Figure 23 Trimble Positions GNSS settings ........................................................................................... 70
Figure 24 Trimble Positions real-time settings ....................................................................................... 71
Figure 25 ArcPad survey preferences ..................................................................................................... 72
Figure 26 ArcPad GPS preferences ........................................................................................................ 72
Figure 27 ArcPad capture preferences .................................................................................................... 73
Figure 28 ArcPad quality preferences ..................................................................................................... 73
Figure 29 ArcPad GPS height preferences ............................................................................................. 74
Figure 30 ArcPad datum preferences ...................................................................................................... 74
Figure 31 ArcPad alerts preferences ....................................................................................................... 75
Figure 32 Adding a layer ........................................................................................................................ 76
Figure 33 ArcPad feature choice ............................................................................................................. 76
Figure 34 ArcPad quick capture option .................................................................................................. 77
Figure 35 ArcPad GPS collection tab ..................................................................................................... 78
xiii
Figure 36 ArcPad offset tab .................................................................................................................... 79
Figure 37 ArcPad compass ..................................................................................................................... 80
Figure 38 MVRM Control – Test Site at LSU .......................................................................................... 99
Figure 39 MVRM control – test site profile 10 X vertical ..................................................................... 100
Figure 40 MVRM Control – 02 East bound I-10 bridge at Lake Pontchartrain ..................................... 113
Figure 41 MVRM Control – 02 Profile 10 X vertical ............................................................................ 114
Figure 42 MVRM Control – 03 East bound 1-10 bridge east of Henderson .......................................... 129
Figure 43 MVRM Control – 03 Profile 10 X vertical ............................................................................ 130
Figure 44 MVRM Control – 04 North bound I-49 bridge & ramp, north of LA 3132 Inner Loop Exp. 145
Figure 45 MVRM Control – 04 Profile 10 X vertical ............................................................................ 146
Figure 46 MVRM Control – 05 West bound I-20 bridge and ramp west of the Mississippi River ....... 151
Figure 47 MVRM Control – 05 Profile 10 X vertical ............................................................................ 151
Figure 48 MVRM Control – 07 East bound I-210 bridge south of Maplewood ‘tween Lake Charles
& Sulphur ............................................................................................................................... 165
Figure 49 MVRM Control – 07 Profile 10 X vertical ............................................................................ 166
Figure 50 MVRM Control – 08 East bound bridge over LA Highway 6 over Toledo Bend Reservoir . 181
Figure 51 MVRM Control – 08 Profile 10 X vertical ............................................................................ 181
Figure 52 MVRM Control – 58 North bound U.S. Highway 165 northeast of Olla .............................. 197
Figure 53 MVRM Control – 58 Profile 10 X vertical ............................................................................ 198
Figure 54 MVRM Control – 61a East bound I-10 bridge over the Whiskey Bay Outlet ....................... 211
Figure 55 MVRM Control – 61a Profile 10 X vertical ........................................................................... 212
Figure 56 MVRM Control – 61b West bound South I-10 Frontage Road at Lobdell ............................ 227
Figure 57 MVRM Control – 61b Profile 10 X vertical .......................................................................... 227
Figure 58 MVRM Control – 61c North bound Burbank Drive at South Kenilworth Parkway .............. 249
Figure 59 MVRM Control – 61c Profile 10 X vertical ........................................................................... 249
Figure 60 MVRM Control - 62 East bound I-10 at Reserve Relief Canal near LaPlace ........................ 257
Figure 61 MVRM Control - 62 Profile 10 X vertical ............................................................................. 257
Figure 62 Elevations of MVRM speed test site ...................................................................................... 271
Figure 63 Differences for 35 MPH (first run) ......................................................................................... 272
Figure 64 Differences for 35 MPH (second run) .................................................................................... 273
Figure 65 Differences for 45 MPH ......................................................................................................... 274
Figure 66 Differences for 55 MPH ......................................................................................................... 275
INTRODUCTION
This project focuses on three applications of Global Navigational Satellite Systems (GNSS) technologies
currently utilized by the Louisiana Department of Transportation and Development (DOTD): data
collection accuracy standards when utilizing global positioning system (GPS) technology for mapping
grade applications; summary of recent enhancements to the nationwide horizontal and vertical spatial
reference framework (i.e., datums); and providing quality assessment and quality control information for
the DOTD Pavement Management System (PMS) section when assessing data collected using the
Moving Vehicle Rapid Mapping.
GNSS, which includes GPS technologies maintained by the
United States (U.S.), are used extensively throughout
government and industry. These technologies continue to
revolutionize positional data collection activities. Despite
the increased accuracy, reduced cost, and improved data
acquisition efficiencies afforded, the Louisiana DOTD has
no established standards or methods to guide its general staff
and contractors in the appropriate use of GNSS technology
for ensuring application-specific data accuracy requirements
and that Department minimums are met. While the DOTD
Location and Survey section already have standards for
collecting highly accurate and precise data, there is a need to
develop standards and techniques for Department staff who
collect GPS data separate from the survey section. Such
guidance will help ensure as a standard a minimum level of accuracy, precision and consistency, not
only for confidence in the data, but also to ensure compatible software and equipment support and
training.
In addition to standards, the quality and consistency of GNSS data collection practices are essential to
surveying, engineering design, and other positional measurement practices. Recent advancements in the
national spatial reference framework (i.e., datums) from which horizontal and vertical positions are
measured have resulted in fundamental changes to the way positions are measured when using GPS
technologies. As a consequence, many technicians, engineers, and scientists lack knowledge of specific
details about the short and long-term implications of these changes. Accordingly, the authors have
provided a summary of these changes and their effect on existing operational practices, which now may
be used by various technicians and professionals within the Department.
Figure 1
GPS satellite constellation
2
Finally, quality assurance and quality control relating to
GPS positional accuracy is essential for all sections within
DOTD, particularly the PMS section, which maintains a
spatially-referenced inventory of all State maintained roads.
This inventory utilizes advanced GPS and inertial navigation
technologies to capture the horizontal and vertical position
of points spaced along the road. To assess and ensure the
accuracy and precision of this inventory, the PMS section
requires collection of control point measurements that may
be used to assess the capability of contractors and the quality
of the data to be expected from them.
The following paragraphs are from recent work from the authors Cavell, J. A. and Dokka, R. K. (2009)
“The conventional, conservative method for establishing surveying reference control points using GNSS
is a technique called Post-Processed Static (PPS) in which groups of two or more GNSS receivers are
located precisely relative to the control points and allowed to remain stationary while collecting satellite
data for one to several hours…
“A newer GNSS technique has gained popular use called Real-Time Kinematic (RTK) in which a ‘base’
receiver is located precisely relative to a control point and broadcasts its data, usually via radio, to a
“rover” receiver that may precisely determine its position instantaneously following a short period of
initialization…
“A combination of the best of both techniques is evolving as networks of permanently static receivers
are connected through software that continuously monitors their measurements, giving it the stability
and precision of PPS while it has the ability to generate the data a base receiver would, if it was located
at any given point within the network, a Virtual Reference Station (VRS).”
Figure 2
Example MVRM vehicle
3
OBJECTIVE
The Center for GeoInformatics (C4G) at Louisiana State University (LSU) executed a three-part study
addressing accurate, precise, and consistent positional control for the DOTD.
First, this study focused on Departmental standards-of-practice when utilizing GNSS technology for
mapping-grade applications.
Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework
(i.e., datums) are summarized in order to support consistent and accurate access to the National Spatial
Reference System (NSRS).
Third, the Center provides quality control information to the PMS section against which MVRM data
may be compared and assessed.
Objective 1: Standard Operating and Collection Procedures
The purpose of this objective is to establish Departmental standards-of-practice for GNSS data
collection. Investigators first evaluated handheld GNSS technologies recommended by studies
performed for the Department: LTRC report 11-2P (Barnett, Harrison, and Steede-Terry, 2012).
The goal of project 11-2P was to create a management plan to guide the Department’s use of GPS
technology into the future, based on best practices. The plan proposed at least one high quality GPS
receiver at each district office and several for sections located at DOTD headquarters. Receivers are to
have LASER range finders so points can be collected faster and at safe distances. The report did not
identify what was meant by a “high quality GPS receiver.” However, the context of the report leads one
to infer it is that sort of GNSS equipment generally referred to as “mapping grade” within the report.
Within the field of surveying, the term mapping grade receiver usually refers to a receiver that uses the
positioning code for location determination; as do the so-called “recreational grade” receivers. What
separates them most significantly is the use by the mapping grade receiver of differential corrections
from a reference base-station or network. The corrections may be applied by post-processing after the
field data collection or applied in real-time while in the field. The resulting precision of all grades of
GNSS equipment has improved dramatically over the last two decades, which blurs the lines between
the categories. The so-called mapping grade equipment is designed to allow operators to consciously
apply the needed details that provide the consistency that primarily characterizes the advantages of
mapping grade data over recreational grade data.
The so-called mapping-grade results have improved, from what was thought at the time, an amazing 16
ft., improved to 10 ft. and then to just under 3.3 ft.; a level that held pretty steady for quite a while.
Recently, advances in computer processing capabilities allow the producers of GNSS equipment to
apply more sophisticated, survey grade like, processing to the data allowing them to claim precisions of
4
a few inches.
The equipment used in this project (Trimble GeoXH 6000) when using a special antenna and
sufficiently good differential corrections is rated at 4 in. Despite the claimed precisions, it must be
realized by the user that when one uses equipment more precise than 3.3 ft., the technique used becomes
as important as the equipment used to get results of an accuracy approaching the precision potential of
the device. For example, if the expected precision is 3.3 ft., it matters little if the operator has the
antenna in his hand or over a backpack. On the other hand, if he is expecting 4 in., the location of the
antenna relative to the point of interest becomes critical, so in those circumstances the use of an antenna
rod with a well-adjusted level bubble is required so the offset from the antenna to the point of interest
may be precisely known.
Guidelines have been developed that emphasize accuracy (i.e., positional correctness) and precision (i.e.,
positional consistency) for performing various data collection tasks under a variety of environmental
conditions. It must be kept in mind that emphasizing accuracy and precision in isolation is frequently
counter-productive, because fantastic precision is possible but the care and time required to achieve it is
not worth the cost of reduced productivity. So it is critical to any GNSS mapping project that the
appropriate techniques are utilized to achieve useful results in a time-efficient manner.
The guidelines include protocols and technologies that may ensure consistent and repeatable results
(e.g., occupation time, LASER range-finders and accessories, external antennae, real-time corrections,
etc.). This project utilized a mapping-grade device, Trimble GeoExplorer 6000XH (and operational
accessories), which is capable of sub-foot accuracy as specified by the GPS Technology Oversight
Committee (GTOC). Note that this research is not intended to cover survey grade applications (finer
than centimetre accuracy).
Outcomes of this objective have produced a DOTD specific document (i.e., operational cheat-sheet)
including an introduction, terminology, explanation of possible errors affecting accuracy and precision,
and specific techniques to ensure accuracy and precision (e.g., dilution of precision, avoiding overhead
cover, tree interference, etc.) for applications requiring mapping-grade GNSS technologies so as to
achieve acceptable levels of accuracy and precision according to operational requirements and
prevailing environmental conditions. The document is to become the Standard Operating and Collection
Procedures (SOCPs) intended to ensure quality data collection, and thus support the DOTD data
collectors with guidelines for operation and practice. The SOCPs will also serve as the basis for the
LTRC Training Section to implement a training curriculum as a separate effort for Department
personnel and contractors operating mapping grade GNSS data collectors. Such training programs will
help to ensure that these technologies are properly and optimally utilized by Departmental personnel and
contractors, thus avoiding sources of wasted time and resources.
5
Objective 2: Horizontal and Vertical Datum Research Summary
The second objective was to research and assess the effects of using different datums when measuring
horizontal and vertical positions using GNSS technologies. In mid-2012, the National Geodetic Survey
(NGS) updated the models that defined both horizontal and vertical positions for the nation. The
horizontal update included an adjustment of the geometric shape of North America (i.e., reference
frame). This update is referenced as the North American Datum of 1983 (NAD83), national adjustment
of 2011 (NA2011), epoch 2010.0. The vertical update accommodated the horizontal adjustment, and was
enhanced to provide a new reference model for measuring elevations above global ‘sea level’ (i.e.,
geoid). This update for orthometric elevations (height above sea level) is referenced as the North
American Vertical Datum of 1988 (NAVD88), geoid 2012A. Together, the horizontal and vertical
reference frame establish the National Spatial Reference System (NSRS).
Overview
Recent updates to the National Spatial Reference System (NSRS), from which horizontal and vertical
positions are measured, have resulted in inconsistencies observed between contemporary and historic
GPS measurements. The inconsistencies are particularly apparent when measuring orthometric heights
(e.g., elevations) using GNSS (global navigation satellite system) and GPS (global position system)
technologies. As a consequence, many professionals, surveyors, engineers, and scientists have asked for
a clarification and recommendations for dealing with these updates. Accordingly, the DOTD requires a
summary of the changes and their effects on existing operational practices. This document summarizes
these findings for distribution to various technical, engineering, scientific, and surveying professionals
within the Department.
Background
Studies have established that GNSS technologies, which includes GPS, can be used to measure precise,
relative positions in a three-dimensional, Earth-centered coordinate system (Zilkoski, Carlson, & Smith,
2008). GNSS technologies compute positions using signals transmitted from satellite (space vehicles or
SVs) in orbit around Earth’s center of mass. Positions are derived by measuring the transmission’s time
delay (computed to distance) between the GNSS ground antenna and the known positions of four or
more satellite vehicles to attained a Cartesian coordinate of the antenna. This position is then translated
using various geodetic algorithms that transform the geometric coordinates (e.g., X, Y, X) to a location
on Earth’s surface (e.g., latitude and longitude). While effective, all GNSS derived positions have
ambiguities, which affect the precision and accuracy of these observations. Of particular note, horizontal
measurements have, on average, twice the precision that vertical measurements have. For this reason,
advanced geodetic models are needed to achieve reasonably accurate, precise, and consistent values.
6
Objective 3: Provide Updated Control Point Measurements for the Pavement Management
System
The final objective for this project provides updated control point measurement surveys at select
locations in each district on roadways maintained by the DOTD. Horizontal and vertical measurements
have been collected using survey-grade GNSS techniques at locations designated by the PMS Section.
The locations are essentially the same locations surveyed and reported in Project 09-2GT (Cavell &
Dokka, 2009). Investigators also addressed how vehicle speed affects horizontal and vertical accuracy
(jointly and separately) from kinematic surveys enhanced by a real-time GNSS network.
All GNSS measurements were augmented by the LSU C4GNet real-time network (RTN), an official
source for vertical control in Louisiana (Louisiana statute; R.S. 50: 173.1). Horizontal positions are
reported in US Survey Feet converted from the State Plane Coordinate System for Louisiana (north and
south zones) relative to the NAD83 (NA 2011). Vertical positions are reported relative to both ellipsoid
heights (geometric) and orthometric heights (elevation). Geometric heights, measured in meters, are
reported relative to the NAD83 reference ellipsoid for the North American tectonic plate. Orthometric
heights, reported in US Survey Feet, are reported relative to the NAVD88 (2012A) datum.
The outcome from this objective will allow the PMS Section to use these control surveys and speed
observations to assess the MVRM data for quality and accuracy.
7
SCOPE
The scope has been organized according to the three principle objectives: (1) standards-of-practice
when utilizing GNSS technology for mapping-grade applications; (2) summary of nationwide horizontal
and vertical spatial reference framework (i.e., datums); and (3) collection and dissemination of control
point survey data that can be utilized by PMS for quality control and quality assurance checks of road
inventories.
Scope 1: Standard Operating and Collection Procedures Development
Research conducted to develop Departmental standards-of-practice for utilizing GNSS technologies for
mapping-grade applications were coordinated through the GTOC, the project review committee (PRC),
and guidance obtained through LTRC report, 11-2P (Barnett, Harrison, and Steede-Terry, 2012). The
standards and procedures developed for this task are applicable to mapping-grade GNSS hardware and
equipment selected by the DOTD GTOC and approved by the PRC (see Table 1). Note that this research
is not intended for survey-grade applications (e.g., sub-centimeter accuracy).
Table 1
GPS hardware and software technologies utilized developing Departmental SOCP
ITEM MANUFACTURER DESCRIPTION
GeoExplorer 6000XH Trimble Mapping-grade GPS data collector
GeoExplorer Accessories Trimble Zephyr Model 2 Antenna; custom hard case; Li-Ion Battery Pack; range pole, range pole
bracket; antenna cables; vehicle power supplies.
360R Laser Rangefinder TruPulse Ranger finder with integrated Bluetooth (rugged and waterproof).
TerraSync Professional Trimble Data collector software
Pathfinder Office Trimble Post-processing software
Positions Trimble Data collector and project management software
ArcMobile ESRI Data collector software
To produce an effective, requirements-based, standards-of-practice document (i.e., operational cheat-
sheet), acceptable levels of accuracy and precision must be defined according to operational
requirements and prevailing environmental conditions. Accordingly, investigators coordinated with the
GTOC and PRC on the creation of an operational matrix comprised of DOTD-specific feature
types/applications contrasted under varying conditions for both horizontal and vertical accuracy.
Feature type/application examples include:
Benchmarks
Soil borings
Sound barriers
Bridge/overpass structures
Roadway pavement
Levees, and
Sound wall, etc.
8
Condition examples include:
Positional dilution of precision values,
Scenario-based random and systematic error,
Canopy densities,
Correction networks,
Occupation times, and
Travel speeds, etc.
Additional features and factors affecting operational accuracy and precision will be further defined by
DOTD according to operational requirements and prevailing environmental conditions.
Scope 2: Horizontal and Vertical Datum Research
Introduction
Anecdotal accounts of GNSS derived orthometric heights (e.g., elevations) measured after 2012 have
revealed unexplained differences when comparing previous observations. The source of these
differences has been attributed to changes in the vertical reference frames (geoid models) with which the
orthometric heights are computed. Accordingly, this research will briefly summarize the background of
the NSRS reference datums, explore existing operational reference models currently available, and
examine the differences between previous and contemporary reference frameworks. These findings have
been compiled and summarized to provide recommendations for recording and maintaining GNSS
derived positions that require precise, accurate, and consistent geodetic control for past, present, and
future projects. Furthermore, these recommendations will support existing standard operating procedures
by detailing specific techniques for attaining positions relative to the NSRS, thus ensuring accuracy and
precision by Departmental personnel and contractors.
Researchers examined the effects associated with different North American datums used to report
horizontal and vertical position measurements using GNSS technologies within Louisiana.
1. Horizontal datum research focused on recent realizations of the North American Datum
(NAD) of 1983.
2. Vertical datums research focused on recent realizations of the North American Vertical
Datum (NAVD) of 1988.
3. Vertical datum research also examined the geoid models used to derive orthometric
elevations with GNSS measurements.
Scope 3: Control Point Measurements for the Pavement Management System
The scope of objective #3 involves collection of elevation horizontal and vertical position measurements
for one test area in each DOTD district. A test area includes a segment of road typically a mile in length.
The nine areas were selected by the DOTD, and represent the same locations identified in LTRC Report
9
09-2GT (Cavell & Dokka, 2009). Table 2 lists the survey locations and districts.
Table 2
Districts and locations of control surveys
District Parish Control Section Description
District 02 St. Charles Parish 450-14 East bound I-10 bridge at Lake Pontchartrain
District 03 St. Martin Parish 450-06 East bound 1-10 bridge east of Henderson.
District 04 Caddo Parish 455-08 North bound I-49 bridge and ramp, north of LA 3132 Inner Loop Expressway.
District 05 Madison Parish 451-09 West bound I-20 bridge and ramp west of the Mississippi River.
District 07 Calcasieu Parish 450-30 East bound I-210 bridge south of Maplewood between Lake Charles and Sulphur.
District 08 Sabine Parish 034-01 East bound bridge over LA Highway 6 over Toledo Bend Reservoir.
District 58 Caldwell Parish 015-06 North bound U.S. Highway 165 northeast of Olla.
District 61
Iberville Parish 450-07 East bound I-10 bridge over the Whiskey Bay Outlet.
East Baton Rouge 450-08 West bound South I-10 Frontage Road at Lobdell.
East Baton Rouge 257-04 North bound Burbank Drive at South Kenilworth Parkway.
District 62 West Baton Rouge 450-08 East bound I-10 at Reserve Relief Canal near LaPlace.
In each district, a test section was identified (three in District 61) by DOTD to be measured by LSU
C4G using the LSU C4GNet Real-Time Network. Point observations were measured at approximate 10
ft. (≈3.3 m) intervals. The target precision of the measurements will be finer than 1.5 in. (≈3 cm) at
three-sigma (3σ). The results of the measurements are to serve as a quality control check for Moving
Vehicle Rapid Mapping (MVRM) systems. This scope did not include performing a quality control
(QC) analysis of any MVRM events.
Table 3
DOTD Districts
DISTRICT 02 - NEW ORLEANS Jefferson, Lafourche, Orleans, Plaquemines, St. Bernard, St. Charles, Terrebonne
Parishes
DISTRICT 03 - LAFAYETTE Acadia, Evangeline, Iberia, Lafayette, St. Landry, St. Martin, St. Mary, Vermillion
Parishes
DISTRICT 04 - SHREVEPORT Bienville, Bossier, Caddo, Claiborne, DeSoto, Red River, Webster Parishes
DISTRICT 05 - MONROE East Carroll, Jackson, Lincoln, Madison, Morehouse, Ouachita, Richland, Union,
West Carroll Parishes
DISTRICT 07 - LAKE CHARLES Allen, Beauregard, Calcasieu, Cameron, Jefferson Davis Parishes, blah
DISTRICT 08 - ALEXANDRIA Avoyelles, Grant, Natchitoches, Rapides, Sabine, Vernon, Winn Parishes
DISTRICT 58 - CHASE Caldwell, Catahoula, Concordia, Franklin, LaSalle, Tensas Parishes
DISTRICT 61 - BATON ROUGE Ascension, Assumption, East Baton Rouge, East Feliciana, Iberville, Pointe Coupee,
St. James, West Baton Rouge, West Feliciana Parishes
DISTRICT 62 - HAMMOND Livingston, St. Helena, St. John the Baptist, St. Tammany, Tangipahoa, Washington
Parishes
11
METHODOLOGY
This project was implemented in four tasks.
Task 1: Standard Operating and Collection Procedures for GNSS Technologies at DOTD
Research was conducted to develop Departmental standards-of-practice for
utilizing GNSS technology. Utilizing mapping grade GPS technologies,
investigators identified standards and procedures needed to achieve the levels
of accuracy defined in previous studies funded by the DOTD and published by
the LTRC. The deliverables include a documented collection of SOCPs that
combine requirements, technologies, and best-practices techniques that will
ensure adoption and compliance by Department staff and contractors.
Literature Review and Research on the Existing State of Practice
Investigators reviewed the current state of practice for GPS/GNSS data
collection. This included methods utilized by the DOTD and other states and
agencies and the information previously published in LTRC research reports
11-2P and 09-2GT. Deliverables include a detailed work plan outlining tasks
and recommended approach to accomplish objectives of this task.
Evaluate the Technology Proposed by the GPS Technology Oversight Committee
As per the technology adopted by the GTOC, investigators have purchased the single-frequency Trimble
GeoExplorer 6000 GeoXH™ hand-held GPS unit for evaluation. Acquisition of this unit includes the
accessories (e.g., external antenna, back-pack, and LASER range finder) that can be utilized by
Department personnel. Additional purchases include the Trimble Positions Software and ESRI
ArcMobile, Trimble TerraSync Professional, and Pathfinder Office Software.
The GeoExplorer 6000 series GeoXH™ handheld has built-in Bluetooth® wireless technology for
cable-free connection to other devices, and Wi-Fi connectivity for connections to networks and is
equipped with a wireless cellular modem for downloading and transmitting data over the Internet. The
GeoXH handheld uses both EVEREST and H-Star™ technology to provide decimeter (10 cm) accuracy,
either in real time or after postprocessing. The unit also has an accessory antenna (Zephyr H™ Model 2)
and antenna pole.
Another accessory is a LASER rangefinder by Laser Technology, Inc., the TruPulse 360 R model. It
measures distance, height and azimuth. Its capabilities include: provides Azimuth(AZ), Inclination, &
Slope Distance; solves 3D missing line calculations between any two remote points; integrates with GPS
for efficient GIS data capture; Bluetooth® capabilities, produces AZ results regardless of the tilt or pitch
Figure 3
GeoXH™
12
used to aim the LASER; and, rugged, waterproof housing:
TruPulse 360 Calibration Video: http://www.lasertech.com/videos/TruPulse-360-Calibration-
Video.mp4
TruPulse 360 R Video: http://www.lasertech.com/videos/TruPulse-360-R-Video.mp4
One can see, by reference to the appendix, that the piece of the TruPulse system most susceptible to
unnoticed, accidental interference is the azimuth component based upon detecting Earth’s magnetic
field. Referring to the manufacturer’s documentation,
quoted in the appendix, the TruPulse 360 needs a safe
clearance of 6 in. from metal rim glasses, pen/pencil, metal
watch band, batteries, binoculars, cell phone, camera; 18 in.
from clipboard, data collector, computer, GPS antenna, 2-
way radio, hatchet and much greater distances (as much as
30 ft.) from more substantial metal things like electrical
boxes, manholes, automobiles, trucks, metal buildings, and
heavy machinery, not to mention electrical transformers,
etc. The obvious “take-away” is not to place much trust in
the azimuth reading because many, if not most, of the items
one can be anticipated to measure will be more
conveniently measured near objects like those in the list
known to adversely affect the magnetic compass and
therefore the azimuth recorded. All is not lost, however.
Trusting the azimuth reading may seem like the proverbial
Easy-Button and will be tempting to users in the field. For example, imagine the incentives for one
performing an inventory of signs and poles. The operator drives his truck to the shoulder of the road
near a pole. The GPS antenna is mounted to the roof of
the truck. Taking the LASER rangefinder and targeting
the pole is simple and direct and the tool provides a
distance (accurate) and azimuth (doubtful) and all seems
well. But when the designed clearances do not fit or
other complications arise because the pole was mapped
in a wrong place, all assumed savings are lost.
A slightly different scenario, almost as frugal with
operator’s time and effort, overcomes any potential
problems with magnetic azimuths. Imagine the
incentives for one performing an inventory of signs and
Figure 5
GeoXH™Distance-Distance
Figure 4
GeoXH™Azimuth (compass)
13
poles. The operator drives his truck to the shoulder of the road near a pole. The GPS antenna is mounted
to the roof of the truck. Taking the LASER rangefinder and targeting the pole is simple and direct and
the tool provides a distance and the operator knows not to trust the azimuth. The operator then moves
ahead some convenient distance and finishes collecting the location of the pole by targeting it again. The
mapping receiver software combines the two accurate antenna positions with the two accurate distances
to locate the pole with certainty. There is the mathematical results of two points. The second is 180°
from the intended (e.g., other side of the road) and easily eliminated from consideration.
GNSS technology is not as easy to use as it may seem. Areas where errors can occur that will degrade
the GNSS precision include equipment and software configuration, collection techniques, and data
processing techniques. Configuration errors can occur in configuration of: Positional Dilution of
Precision (PDOP), Signal to Noise Ratio (SNR), elevation, positioning mode, minimum positions,
offsets, and multipath errors. Good practice includes software and equipment configuration checklists;
extensive training; automating the data processing; and finally, allowing for a single database manager
to oversee the data processing and someone singularly responsible for setting standards for the whole
department regarding datums, projections, coordinate systems and other geodetic minutia. Following
these procedures will go a long way to prevent bad GNSS data from entering a database.
GNSS Theory. What follows is a brief overview of GNSS theory with examples based on GPS
operations. This description is very basic. The better a user understands how it works, the better
equipped he will be to understand and deal with problems of GPS. GPS uses Department of Defense
(DOD) satellites, called a constellation. They orbit the earth twice in just under 24 hours. The satellites
are constantly updated with data on all the satellites in the constellation. This data is stored as an
almanac. Each satellite has several atomic clocks, finely controlled by daily updates. This information is
contained in the satellites’ signals.
The GPS receivers pick up these signals. The GPS receiver is able to select the best four satellites to
use for trilateration calculations to derive the position. Basically, each measurement requires the four
values in the equation. Obvious needs are the x, the y, and the z values. Of critical importance is the
fourth t value for the time the signal was transmitted from the satellite. When one has four unknowns, he
is required to have four sources of data to solve the equation. Therefore, four satellites must be observed
simultaneously for the receiver to arrive at a solution. More satellites, in general, are beneficial to the
solution.
The positional accuracy for as-designed GPS is about 50 ft. Attaining precisions of 10 ft. or better
differential correction is necessary. Differential correction requires two sources of GPS data. One source
is the GPS data captured by the GPS rover receiver, and the second is the GPS information from a base
station at a known place.
A base station is a stationary GPS receiver whose antenna has been precisely located. The base station
14
data has its raw data compared to what it ought to have been in a perfect environment generating the
variances for each satellite every second. The rover’s raw data is corrected by simply subtracting those
variances from its own raw data, greatly improving the precision. The base station data may be applied
to the raw data collected by the GPS rover either in real-time or by post-processing.
Operational Matrix. Investigators developed an operational matrix comprised of DOTD-
specific feature types/applications contrasted under varying conditions for both horizontal and vertical
accuracy. Feature type/application examples include benchmarks, soil borings, sound barriers,
bridge/overpass structures, roadway pavement, levees, etc. Condition examples include PDOP values,
canopy densities, RTN correction network, occupation times, travel speeds, etc. The result was less
informative than hoped for because the precisions/accuracies within each of the categories formed a
ranging spectra of values rendering a straightforward chart unmanageable. Instead, a chart/table is
presented with examples of minimal or maximal limits within which one might expect the equipment to
record accurate positions with acceptable precisions.
A matrix is an oversimplification in that it is not a reasonable expectation to cover the myriad of
situations that a DOTD field technician may find himself. Each category has a broad spectrum of
possibilities. There may be times when the tree cover seems daunting but the luck of the day has
satellites placed at that time, in that place, just so to permit clean signals to be captured by the antenna.
In another apparently open area, the satellites may play a game of hide-and-seek behind whatever
objects are available thwarting the quick collection of a good position. The urban canyon can be
treacherous to good positioning. Whereas often under canopy some mix of earlier direct and or several
multipath signals arrive at the antenna, in the worst cases of urban canyon, the antenna may see only the
cleanly reflected signal of a satellite the direct signal of which is blocked completely by a building on
the opposite side of the street. This can be confusing for the receiver because it will try to use the
“clean” signal to calculate a bogus position. This is especially so when trying to collect positions
quickly. The receiver may, with sufficient time, be able to determine the reflected signal as bad and alert
the operator. Sometimes it may be able to disregard the bad signal and, using the remaining signals,
calculate a good position. An occupation of a few seconds does not give the processor time to make that
analysis.
Collecting continuous positions while moving presents a different set of things to consider. A moving
antenna will make multipath signals dramatically change their characteristics enabling the receiver to do
a better job of rejecting the bad signals. Movement means the time spent on any one position is fleeting,
affording the receiver very little information about that individual position so despite the help with some
multipath, the receiver is sensitive to any bad data that gets through. When one is moving the precise
orientation of the antenna to the reference surface (usually the ground or water surface), it is more
difficult and subject to constant disturbance. This is unavoidable and needs to be anticipated in order to
minimize it and make expectations of users of the data understand that it is not likely to be of the same
15
precision as that collected in a static situation. Nevertheless, the matrix contains some fairly good rules
of thumb based on generally reasonable assumptions. Bear in mind the Smart Settings will vary from the
matrix in an intelligent algorithmic effort to get the best result in any situation presented.
Table 4
Operational matrix
Feature types/applications Max PDOP Canopy RTN Occupation time Travel speed
Benchmarks 6.0 Very minimal Yes 300 positions (5 minutes) None
Soil borings 6.0 Minimal Yes 5 positions (5 seconds) None
Sound barriers 6.0 Minimal Yes 1 to 5 positions (5 seconds or less) None to walking
Bridge/overpass structures 6.0 Minimal Yes 1 to 5 positions (5 seconds or less) None to walking
Roadway pavement 6.0 Minimal Yes Continuous to 5 positions (5 sec. or less) None to 60 mph
Levees 6.0 Minimal Yes Continuous to 300 pos. (5 min. or less) None to 30 mph
Evaluate the Pros/Cons & the Cost/Benefit (Short & Long Term) of Enterprise GNSS
Implementation
An organization with state-wide responsibilities including the safety and welfare of the public byways
necessarily employs great numbers of people, equipment, vehicles and other resources. Proper cost
evaluation of widely employed resources may be critical in serving the public weal by keeping trust that
financial and other resources are employed efficiently. Newer and more esoteric technologies, such as
GNSS, often have great potential but evaluating the most cost-effective way to implement their use is
often elusive.
The first, obvious consideration is the immediate, direct cost of purchase (or rental in some cases). A
very important second consideration is compensation for personnel to operate said technology. Consider
having purchased various paints and brushes and stretched canvas for a minimal cost in order to paint
portraits. What will it cost to hire a qualified artist versus training unqualified employees to perform
with an acceptable level of competency?
A third consideration is the cost of maintenance. The “stuff” may be disposable or long-lived. If long-
lived, then how is it to be maintained and by whom? GNSS and mapping technology is today
essentially electronic in nature and most of the regular maintenance involves software/firmware updates
and upgrades. These may be done as one-offs or as part of maintenance agreements, which act much like
rentals with regular (e.g., annual) payments for the right to any updates should they occur.
A fourth consideration is how the technology will be distributed or made available to the personnel
qualified to employ it. Consider personal computers, cell-phones, or vehicles. Many large organizations
provide almost every employee access to a personal computer with which to accomplish their day-to-day
duties. Many provide cell-phones and vehicles to employees who must work outside the office. In some
cases, equipment is placed in conveniently located areas for employees to check-out on an as-needed
16
basis (vehicles, tractors, boats, some tools, etc.).
Presently, DOTD survey-grade GNSS equipment is assigned to each survey party and generally stays
with them in their assigned truck. Also, there is assigned equipment to each district for check-out usage.
The GTOC has already begun modeling the allocation of mapping–grade GNSS resources for the DOTD
but the final situation is still being realized.
The people responsible for GIS have already identified the expense of resources, especially personnel
time, wasted by using recreational-grade GNSS tools. The data collection was poorly executed or the
data inherently unsuitable for their cartographic or geographic analysis needs. So it has been
demonstrated that the apparently inexpensive acquisition of cell phones or recreational GNSS receivers
did not result in a viable cost/benefit ratio. There was apparent low cost but with almost no benefit.
:
If one looks at the allocation of survey-grade GNSS tools, he may wonder about the equipment that is at
least an order of magnitude more costly and the compensation of technicians and professionals qualified
to operate it as leading to a very bad ratio. The equipment can be expensive with a higher unit cost, the
salary of qualified people is higher than average, and the total number of points to be recorded as data is
fewer. It seems a bad outcome and may be a foregone conclusion, but if examined a bit closer and work
the equation, another outcome may develop.
The equipment is capable of both accuracy and precisions unbelievable only a few years ago with then
conventional survey techniques. Survey measurement and positional data is a critical element of
engineering design and construction efficiency. Increased survey precision and reliability is rewarded
many fold in the savings in construction cost over-runs and engineering re-designs, making accurate
survey data practically priceless. The efficiency of survey-grade GNSS is hundreds of times more
productive than older methods so the necessary labor costs are reduced at least an order of magnitude or
more. :
The great majority of data captured with mapping-grade GNSS tools will serve purposes that fit the
category of GIS. There are typically a plethora of points the accuracy of which is critical but for which
the precision need not be nearly as high as required of survey-grade data. Recent years have seen the
cost of suitable mapping grade GNSS tools decrease greatly, nearing the former level that recreational
tools once were. The purchase prices may be classified as moderately low. With minimal training, a
technician may collect data suitably precise for inventory location and GIS analysis so labor is moderate.
The data, taken individually, is not as critical as survey-grade data but most GIS data today is usually of
17
a precision higher than necessary to the task and much may be collected with moderate to almost no
effort: as an add-on to another function already accounted for (e.g. route data collected using vehicles
already charged to travel for other purposes).
:
Another point worthy of analysis is the wisdom, or not, of using the same equipment across the
department versus using systems from different manufacturers that have similar capabilities. It would
seem the GTOC has performed some preliminary analysis and prefers the benefits of a single style/brand
of tools to enhance uniformity across the board. The decision, effects, and discussion of the decision will
predictably come in waves.
The benefits of uniformity are fairly obvious to those who try to manage tools for a large group. It would
seem the benefits are greatest when there is a uniformity of tools to be administered. The procedures
may be made standard with practically no exceptions required. Compare this to fleets of vehicles,
company computers and telephonic devices. Initially, a decision for uniformity will lead to a common
mode of usage, maintenance and productivity. Eventually, the environment or the manufacturer will
have moved on to a newer form-factor with more attractive “bells-n-whistles.” Attrition by loss or
damage will require replacement of the uniform models with what is available. The uniformity will be
gradually lost, perhaps leading to a new cycle of replacement to achieve uniformity. The uniformity will
inevitably diminish until, at some point, steps will be taken to restore uniformity. It will be cyclic and,
with experience, it may be managed periodically.
DOTD GPS User Documentation & SOCPs. Investigators developed specific documents in
association with the device’s user manual for DOTD GNSS users (to be used in subsequent training, not
part of this project) in the proper GNSS data collection techniques. This includes descriptions of the
technology/equipment, terminology, explanation of possible errors affecting accuracy and precision, and
specific techniques and ways to ensure accuracy and precision. It has been combined with items of Task
2, involving datums. Together they will serve to improve and ensure accuracy.
The native software written by Trimble, the manufacturer, for its hardware and resident on the device is
TerraSync. Other programs may act as shells for the GeoExplorer 6000 series handheld. One such is the
ArcPad, software by ESRI. ESRI develops GIS that function as an integral component in a broad
spectrum of organizations around the globe. ArcPad is mobile field mapping and data collection
software designed for GIS for capturing, editing, and displaying geographic information quickly and
efficiently. Critical data can be checked in and out of a multi-user or personal geodatabase and shared
across an organization. ArcPad is part of an enterprise GIS platform and integrates directly with ArcGIS
18
ESRI's ArcGIS is a GIS for working with
maps and geographic information used for:
creating and using maps; compiling
geographic data; analyzing mapped
information; sharing and discovering
geographic information; using maps and
geographic information in a range of
applications; and managing geographic
information in a database and provides an
infrastructure for making maps and
geographic information available
throughout an organization, across a
community, and openly on the World Wide
Web.
GIS technicians familiar with ESRI’s
products may favor the ArcGIS interface over the TerraSync interface. If so, he will need to become
familiar enough with the GeoExplorer 6000 series handheld, and perhaps TerraSync, to be sure all the
hardware settings are optimal. If one is collecting positions in an activity that is not integrally driven by
existing GIS database operations, it would seem working directly with the manufacturer’s native
software may be the simpler, more direct way to go. One familiar with ArcGIS on a mission to verify a
database, update, and/or add features to it would export appropriate files to the ArcPad and use that
interface to its best potential. Another user, not so familiar with ArcGIS or not directly verifying a
database, would likely increase his productivity by use of the TerraSync software.
Outside of environmental concerns and proper field techniques, Table 5 covers those GNSS receiver
settings and set-ups that help insure accurate, precise data in descending order of importance.
Table 5
GNSS receiver setting for accuracy & precision
1. When using the TerraSync software to collect data, use accuracy-based logging to ensure that
only GNSS positions that meet the specified estimated accuracy are logged. GNSS positions
that do not meet accuracy requirements are not logged.
For more information,
see page 72 of the
Trimble
GeoXH6000_Manual.
2. Use real-time dual-frequency differential corrections from an RTN network, i.e., C4Gnet,
source to give you better accuracy as you collect data. Differential global navigation satellite
systems (DGNSS) corrections are often broadcast over the Internet. For example, corrections
generated by an RTN network are commonly broadcast over an Internet server. An RTN
network uses data from several base stations (C4Gnet uses 90+) to provide rover receivers with
corrections that are generally more accurate than corrections from a single base station.
Alternatively, connect to a server that provides DGNSS corrections from a single base station (a
seldom used but available, C4Gnet option).
For more information,
see page 74 of the
Trimble
GeoXH6000_Manual.
3. Configure the GNSS settings for the receiver to use Smart Settings to increase the precision of
the data, and to minimize the effect of atmospheric interference and poor satellite geometry.
For more information,
see page 76 of the
Figure 6
ArcPad Desktop Tools concept
19
Using
Smart
Settings,
the
GNSS
receiver generates the best
possible
position
for
any
given
environment, without the need to adjust
receiver
settings to match
t
h
e
conditions.
Trimble
GeoXH6000_Manual.
4. Connect to the external antenna. The GeoExplorer 6000 series handheld has an internal
antenna, which is suitable for use in most conditions. Connect an external Tornado antenna for
improved precision. Configure antenna settings in the GNSS field software, once the external
antenna is connected to the handheld.
For more information,
see page 77 of the
Trimble
GeoXH6000_Manual.
5. Plan GNSS data collection around the times of the day when satellite geometry is best. To
maximize productivity, plan GNSS data collection around the times of the day when satellite
geometry is best. The TerraSync software and the GPS Controller software both include a Plan
section with an animated sky plot and dilation of precision (DOP) graph for the next 12 hours.
Use the timeline to zoom in on times when geometry is poor. As GNSS settings are changed,
the Plan section is updated, showing effect of different quality control settings.
For more information,
see page 78 of the
Trimble
GeoXH6000_Manual.
Task 2: Horizontal and Vertical Datum Research Summary
This task examined and assessed the effects of using different datums when measuring horizontal and
vertical positions using GNSS technologies. Deliverables from this task include specific techniques for
attaining consistent and reliable GNSS position measurements relative to the NSRS (see Task 1.). Such
information can be essential for accurately comparing historic with contemporary GPS/GNSS
observations.
Literature Review and Research on the Existing State of Knowledge
Significant improvements in Geographic/Land Information Systems (G/LIS), and surveying and
mapping technologies during the last three decades dictated a reassessment of the role of the National
Geodetic Reference System (NGRS). The National Geodetic Survey (NGS) responded to demands from
a wide range of users for improved three dimensional positional accuracy and accessibility to the
reference system by developing the National Spatial Reference System (NSRS). The NSRS improves
the availability and accuracy of positional information necessary for the development of accurate parcel
based G/LIS, active GNSS navigation and surveying activities, and improve understanding of the
geophysical dynamics of Earth.
The National Geodetic Reference System (NGRS) exists as a collection of discreet geodetic elements.
Horizontal positions referenced to a two-dimensional datum, the North American Datum of 1983 (NAD
83), and elevations referenced to a one-dimensional datum, the North American Vertical Datum of 1988
(NAVD 88) define the major components of the NGRS. Approximately less than 10 percent of the
horizontal and vertical reference systems coincided. NGRS data has traditionally been confined to
geodesists, surveyors, and cartographers in the federal, state, and local mapping communities.
The NGRS already incorporated the features necessary to support the integrity of the National Spatial
Data Infrastructure. However, the term Geodetic has often been intimidating to many data users.
Changing the name to Spatial is intended to be more consistent with the needs of the public and should
not require data users to run for their dictionaries to find out what the term means.
The change is not just cosmetic. It represents a fundamental change by NGS including development of
20
the Federal Base Network (FBN), Cooperative Base Network (CBN), User Densification Network,
Continuously Operating Reference Stations (CORS), GPS Orbits, a high accuracy geoid, and improved
data access. (Doyle, 1994)
Geodetic Datums. Geodesy is the science of measuring the size, shape, and orientation of Earth.
Computing precise locations on Earth’s surface is predicated on well-defined geodetic reference systems
that best account for these characteristics (i.e., datums). Earth positioning necessitates geodetic datums,
which provide a realization of a coordinate system suitable for terrestrial surveying (Meyer, 2010). For
GNSS derived positioning, the surface of Earth is approximated most effectively by the reference
ellipsoid (Figure 7).
The reference ellipsoid serves as the geometric foundation on which geodetic coordinate systems (e.g.,
latitude, longitude, and height) are applied. Currently, all GPS observations use the World Geodetic
System of 1984 (WGS 84) terrestrial reference system. The current iteration of WGS84 (G1150) is
practically identical with the International Terrestrial Reference Frame of 2000 (ITRF2000) (Snay &
Soler, 2000). Systems within the GNSS each use their own reference system. However, the relationships
of one to another are known, well within the precision specifications of the mapping tools that are the
subject of this investigation. The illustrative purposes are met by using WGS84 as example.In order to
relate the geometric positions on an ellipsoid to a geodetic position on Earth’s surface, various terrestrial
reference systems have been defined. These systems account for gravity, geophysical movement of
Earth’s crust (e.g., tectonic drift), polar motion, and more (Meyer, 2010). Many reference systems exist,
which are traditionally defined for an individual nation or continent. For the United States, the NSRS
(national spatial reference system) is the authoritative coordinate reference system for geodetic datums
(NGS, 2013a). A datum is a single piece of information, as a fact; from Latin: something given.
Traditionally, despite acknowledging the nearly spherical shape of the earth, surveying results have been
h
NH
Reference Ellipsoid
Geoi
Earth’s Surface
H = Orthometric height (gravitationally directed plumb line).
h = Ellipsoid height (a line normal to the ellipsoid surface).
N = Se
p
aration between
g
eoid and the elli
p
soid.
H = h - N
Figure 7
Derivation of orthometric heights using the geoid and ellipsoid parameters
21
presented using plane geometry primarily to ease interpretation by the layman. For most projects the
surface of the earth represented is so small as to permit representation as if the earth is flat except for its
topography. As a result, most publicly useful datums fell into two categories: horizontal (2D) and
vertical (1D):
vertical datum (1D): a basis for vertical control surveys consisting of any level surface, line, or
point used as a reference in measuring elevations.
horizontal datum (2D): a basis for horizontal control surveys, consisting of a certain point, the
azimuth of a certain line from this point.
horizontal datum (3D): (1) a basis for horizontal control surveys, consisting of the longitude
and latitude of a certain point, the azimuth of a certain line from this point, and two constants
used in defining the terrestrial ellipsoid; a classical datum. (2) a basis for 3D control surveys,
consisting of the position of the center of mass of the earth, the azimuth of a line from any point
parallel to the mean axis of rotation is north-south and two constants used in defining the
terrestrial ellipsoid; an inertial datum.
Discussions of geodetic datums seems very esoteric and foreboding to one not familiar with the subject.
Once one is initiated, the subject is not quite so intimidating but taking in the finer points will remain a
challenge for most even then. What is important to this discussion is not so detailed or challenging.
Basically, the chosen datum allows one to know the starting point from which relevant coordinates are
reckoned. Typically, one uses a benchmark that has an elevation value conventionally assigned to it.
That means the top of that benchmark is positioned the height of that value above the surface calculated
to be zero elevation. Typically one uses a reference mark that has a set of horizontal coordinates
(latitude/longitude or northing/easting) conventionally assigned to it.
Latitude is an expression of the angle formed between the equator and one’s location above or below the
equator. Longitude is an expression of the angle formed between where the north/south line of an
arbitrary place (Greenwich England) crosses the equator counter-clockwise around the earth to the point
where the north/south line of the point of interest. The U.S. lies more than 180° counter-clockwise from
Greenwich so it is usually more convenient to represent longitude as “west” or as “negative” coming in
a clockwise direction from Greenwich, e.g., Longitude 270° goes thorough New Orleans. It may also be
expressed as -90° or W90°. They are equivalent.
Frequently, positions expressed relative to a horizontal datum are easier to digest if projected onto a
plane surface. A projection is a the representation of a line, figure, or solid on a given plane as it
would be seen from a particular direction or in accordance with an accepted set of rules
There is unavoidable distortion when this is done but the convenience makes it tolerable as long as one
understands the compromises involved in trying to represent a spherical surface as a flat surface.
Louisiana has three official projections north, south, and offshore (State Plane Coordinate Systems). The
22
reason for three is to avoid undue distortion caused by the projection itself. State place coordinate
systems are designed to avoid greater than 1:10,000 distortions.
Those using GIS and other mapping tools who do not understand the distortions inherent in projections
often chose another projection that covers the whole of the state. It “feels” more convenient but, of
necessity, it will contain larger distortion. A popular choice is the Universal Transverse Mercator
projection. It covers from the equator to the pole and as a result designed to only avoid greater than
1:1,000 distortions.
Custom state-wide projections optimized for GIS use are possible and preferable by far to UTM.
Mississippi created such a projection for their GIS use. Clifford Mugnier defined one such projection for
Louisiana (Mugnier, 1986).
DOTD is cited in RS 50:9 and designated as the authorized state agency to administer, to collect and
distribute information, and generally to advise with and assist appropriate state and federal agencies and
individuals interested in the development of the provisions of the Louisiana Coordinate System. As such
it is incumbent to always be aware of contemporary developments and potential improvements,
especially those promulgated by the National Geodetic Survey, responsible for maintenance of the
National Spatial Reference System. The current best references to the NSRS are the 3D horizontal North
American Datum of 1983 epoch 2011 and the 1D vertical North American Vertical Datum of 1988
epoch 2012.
RS 50:9 seems to make it incumbent upon the DOTD to employ or authorize a licensed state surveyor
with the authority to determine, administer, collect, distribute, advise and assist in the interest of the
Louisiana Coordinate System. Considering the growth and importance of proper use of projections and
coordinate systems for proper, legitimate GIS use, it would seem crucial for the agency charged as
DOTD is by RS 50:9 to also employ or authorize a GIS expert in the use and application of GIS in order
to meet, in part, the duties required by the statute.
GNSS do not have a natural up direction. Since they
orbit the earth, any location along their path has a
different direction of up than the rest. What GNSS
does provide is very accurate positions expressed as
latitude, longitude, and height above or below the
ellipsoid or alternatively as X, Y, Z from the origin of
the reference frame. Ellipsoid height is projected
normal to the surface of the reference ellipsoid.
Complications arise because the direction of the pull of
Earth’s gravity is not along the same line as ellipsoid
height. It is dependent upon the distribution of mass
Figure 8
Gravity potential
23
within the earth and most significantly in the neighborhood of the place of interest. Simply stated, the
direction of up for GNSS is not the same as that which determines whether a building will fall or which
way the water flows.
Conventional leveling covered short distances at a time and every set-up was oriented to the pull of
gravity via the levelling bubbles, so it was very reasonable to consider the product of such surveys as
elevations (i.e. orthometric heights). Today GNSS may be used to estimate orthometric heights to a high
degree of accuracy by subtracting modeled geoid heights from measured ellipsoid heights.
Where:
The geoid heights derive from a model of the geoid. It is like a digital terrain model (DTM) of the
equipotential surface that is the geoid (similar to sea level). As with any model, it is imperfect and
dependent upon many observations spaced out in the area of interest. Geoid models were once the
matter of top secret files and esoteric academic research. For the last 25 years or so, the NGS has made
available to the public geoid models with ever increasing precision as observations are densified.
The current best geoid model for relating to the National Spatial Reference System (NSRS) is called
Geoid12A. Mapping-grade and recreational-grade
tools do not have the necessary precision to be
useful providing accurate vertical values,
particularly in Louisiana, which is relatively flat.
Being flat means the importance of the precision of
the height measurement is even more critical
because a small change in elevation involves large
differences in area. (A small difference in the
height of flood waters may mean many square
miles of additional inundation.) Mapping grade
elevations may be useful in areas with greater
topographic relief (hilly or mountainous places) but
are not recommended for use by DOTD.
Figure 9
Visualization of geoid undulations
24
The National Spatial Reference System. It is the mission of the NGS to define, maintain, and
provide access to the NSRS. The NSRS is comprised of a horizontal and vertical datum: geodetically
defined reference systems that can translate GNSS positions on the reference ellipsoid to actual positions
on Earth. As noted above, terrestrial reference systems are designed to account for multiple, dynamic
geophysical characteristics, all of which continuously evolve and, thus, distort these frameworks (e.g.,
tectonic motion, subsidence, polar precession, etc.). When combined with increasingly more precise
equipment, improved geophysical models, and longer observations, the evolution of these parameter
values necessitates revisions to the reference systems. Accordingly, the NGS will often update or adjust
the realizations defining both the horizontal and vertical positions for the nation.
NAD 1983 – Horizontal Reference Frame for the United States. The North American Datum
(NAD) is the authoritative source for comprehensive horizontal control in the United States. The NAD
has evolved many times since its inception in 1927. The 1927 datum for North America (NAD 27) was
established on coordinates centered at Meades Ranch, Kansas, the Clarke 1866 reference ellipsoid, and
geodetic measurements between networked reference stations located across the continent. While state-
of-the-art for its time, the NAD 27 control network proved difficult to expand and sustain. Over the
decades of use, numerous local distortions accumulated, which demonstrated that the NAD27 based on
the Clarke ellipsoid was insufficient for serving the needs of modern geodetic surveys (Schwarz, 1989).
By the 1970s, a new geocentric datum for the nation was proposed.
Utilizing technologies not available to its predecessor, the 1983 datum (NAD 83) relied on Doppler
satellite observations (The TRANSIT satellite system began in 1958 sponsored by the Navy was the first
satellite positioning system, based on the premise that if the satellite's position were known and
predictable, the Doppler shift of its signal could be used to locate a receiver on Earth. It was made
obsolete by the GPS, and navigation service ceased in 1996. Very long baseline interferometry (VLBI)
measures the time difference between the arrival of the radio waves emitted by very distant quasars at
different antennas on the Earth surface. VLBI also determines the precise position of the antennas and
the way Earth rotates and moves. VLBI's precision for a one-day session is as good as 1 mm in the
horizontal and 3 mm in the vertical and simultaneous least squared adjustments over 200 thousand
reference stations in North America (Schwarz, 1989). The reference ellipsoid adopted by NAD 83 is the
Geodetic Reference System of 1980 (GRS 80), a geocentric system similar to that of WGS 84 (Snay R.
A., 1999; Meyer, 2010). Since its creation, the NAD 83 datum has seen multiple realizations, each of
which correspond to improved understanding and measurement of Earth’s center, orientation, and scale
(Table 6).
25
Table 6
Improvements to the Horizontal Reference System for the United States
Datum Time Span
NAD 83 (NA 2011) epoch
2010.0 2011-present http://www.ngs.noaa.gov/web/surveys/NA2011/
NAD 83 (NSRS 2007) 2007-2011 http://www.ngs.noaa.gov/NationalReadjustment/
NAD 83 (CORS 96) epoch
2002.0 1993-1997 http://www.ngs.noaa.gov/NationalReadjustment/difference.html
NAD 83 (HARN) 1990-1993
NAD 83 (1986) 1986-1990
NAD 27 1927-1986
The most recent update to NAD 83 occurred in the summer of 2012, when the NGS (2012a) completed
the National Adjustment of 2011 [NAD 83 (NA 2011), epoch 2010.0]. This nationally constrained
adjustment optimally aligned the GNSS-derived passive NGS control (e.g., benchmarks) with the active
control provided by Continuously Operating GPS/GNSS Reference Stations (CORS). As noted by the
NGS (2012a), the final adjustment resulted in a median horizontal and vertical shift of 2 cm from
previously published values, though some station coordinates experienced more significant differences.
Also of note, all passive marks on NGS datasheets that use NAD 83 (NA 2011) coordinates are
considered “…consistent with results obtained using CORS and the NGS Online Positioning User
Service (OPUS)” (NGS, 2013a). Thus, the adjustment effectively created a new realization of the
horizontal geodetic control framework for the U.S.
It is important to note that an adjustment is not a new horizontal datum
(http://www.ngs.noaa.gov/CORS/coord_info/myear_FAQ.shtml#CoordDiff). For instance, the NSRS
2007 was effectively an update to the CORS96 realization of NAD 83: updating the coordinates of
nearly 70,000 passive benchmarks relative to the well-established CORS sites, which were held fixed.
Similarly, the NA 2011 project was a constrained adjustment applied to the active (CORS) and passive
(benchmark) coordinates within the geometric reference frame for the North American plate
(http://www.ngs.noaa.gov/NationalReadjustment/). The 2011 adjustment involves no fundamental
change to the NAD 83 datum, which means that the origin, scale and orientation of NAD 83 (NA 2011)
are identical to those of NAD 83 (CORS 96). The coordinates, however, are not the same between the
old and new realizations. Factors affecting the coordinates include updated antenna calibrations, new
and revised processing algorithms, improved identification of discontinuities, updated observation data,
changes in reference epoch, and an improved definition of the global reference frame. The marks may
have moved some and the ability to measure them improved as well. As such, the proper terminology is
to refer to the updated datums as a new "realization" of the existing reference frame.
26
Geoid Model Assessment
NAVD 1988 – Vertical Reference Frame for the United States. Created in 1990 to replace the
National Geodetic Vertical Datum of 1929 (NGVD 29), the North American Vertical Datum of 1988
(NAVD 88) is the authoritative source for comprehensive vertical geodetic control in the United States.
A vertical datum is basically a surface of zero elevation, typically referencing heights relative to mean
sea level (NGS, 2013b). The NAVD 88 datum was developed using minimally-constrained, historic
geodetically leveled values collected across the North American continent (e.g., Canada, Mexico, and
the United States (U.S.). The datum held fixed the tide station in Rimouski, Quebec, Canada, the
primary tidal benchmark for establishing mean sea level height (Zilkoski, Richards, & Young, 1992).
When combined with gravimetric data, leveling data was used to derive Helmert orthometric heights to
approximate the location of the geoid: the equipotential surface of Earth’s gravity field that coincides
with global mean sea level. From these calculations, surveyors and engineers compute orthometric
height, or elevation above sea level.
Table 7
Improvements to the Vertical Reference System for the United States
Datum Time Span
North American Vertical Datum of 1988 (NAVD 88) 1990 – present
National Geodetic Vertical Datum of 1929 (NGVD 29) 1973 – 1990
Mean Sea Level Datum of 1929 1929 – 1973
Congruent with the 2011 national adjustment, the NGS updated the NAVD 88 in 2012 to correspond to
the updated horizontal reference system. The NGS enhanced this reference system with a new, hybrid
geoid model (i.e., Geoid 2012A) that combined the NAD 83 (NA 2011) derived ellipsoid heights with
the latest satellite based gravimetric models of the U.S. (e.g., the US Gravimetric Geoid of 2012). By
tying the GNSS-derived heights with geodetically leveled values, the NGS was able to develop a surface
that effectively wrapped the gravimetric geoid to the geodetic bench marks. The resulting system
provides updated orthometric heights for North America.
A geoid is the equipotential surface of Earth's gravity field which best fits, in a least squares sense,
global mean sea level. It is impossible to build a perfect model of the geoid. Not every place on Earth
may be measured and there may be non-periodic changes in sea level meaning the geoid should also
change in time. These are just a few examples of the difficulties in compiling a geoid model. (NGS
2001) Table 8 shows information compiled comparing and contrasting various geoid models available
for Louisiana, an empirical assessment of geoid differential values to help identify spatial trends in
variation.
27
One observes that the gross nature of the changes in values shrinks over time to a plateau of about 0.10
ft. from earlier changes typically a foot or more with a cumulative change in value of about 2.5 ft. As the
precision of the model improves, one sees the magnitude of change shrink. The average change for these
seven points is about a foot from Geoid90 to Geoid93, about 0.75 ft. from Geoid 93 to Geoid 96, very
little change from Geoid96 to Geoid99, about 0.15 ft. from Geoid 99 to Geoid03 and from Geoid03 to
Geoid09. It was only about 0.01 ft. from Geoid09 to Geoid 12A.
The averages can be a bit deceiving. Looking at the average magnitude of change is similar through
Geoid96, which shows about 0.25 ft. changes in Geoid03, about 0.15 ft. in Geoid09 and Geoid12A. This
may indicate that the gross shape of the geoid is pretty well known here. The flat nature of much of
Louisiana’s topography amplifies the significance of small deviations in the geoid because relatively
small differences in tides, river stages, or storm surges will make huge differences in the areas affected
by them.
The stated best precision of the GeoExplorer 6000 series handheld and then requiring utilizing high-
quality corrections and external antenna, is 4 in. The GeoExplorer 6000 series handheld, as powerful a
tool as it is for collecting horizontal positions and data for GIS use, is not a device one uses to verify,
validate or establish elevations for Louisiana.
Something’s Fishy in the Corn Patch. As noted earlier, GNSS technologies only provide
measurements relative to the ellipsoid. Computation of GNSS derived elevations necessitates a reliable
geoid surface that relates to both the ellipsoid and the earth surfaces (Figure 7). However, our
knowledge of the geoid is only approximate (Mugnier, 2012). Furthermore, this knowledge is very
faulty in Louisiana because of the constant surface and subterranean vertical movement due to
consolidation, faulting, salt domes, crustal flexure, and subsidence – the consequences of which are
largely responsible for coastal erosion and the inability of geodetic benchmarks to remain reliable for
only a few years.
Table 8
Comparison of geoid heights
City N. Latitude W. Longitude Geoid90 Geoid 93 Geoid96 Geoid99 Geoid03 Geoid09 Geoid12A
New Orleans 30° 0’ 0” 90° 0’ 0” -87.91 -86.90 -86.16 -86.19 -85.88 -85.72 -85.61
Lake Charles 30°12’53” 93°12’31” -92.00 -90.86 -89.79 -89.75 -89.49 -89.32 -89.19
Lafayette 30°13’ 0” 92° 2’ 0” -91.77 -90.71 -89.80 -89.76 -89.68 -89.50 -89.25
Baton Rouge 30°27’ 0” 91° 8’24” -90.26 -90.26 -89.27 -89.23 -89.21 -89.05 -88.86
Alexandria 31°17’34” 92°27’33” -89.08 -87.91 -86.58 -86.59 -87.12 -86.94 -86.84
Monroe 32°30’34” 92° 7’ 6” -86.97 -85.79 -84.51 -84.64 -85.09 -84.88 -85.07
Shreveport 32°30’53” 93°44’50” -87.60 -86.35 -85.14 -85.23 -85.50 -85.43 -85.54
28
The subsidence measured in Louisiana, and indeed much of the northern Gulf of Mexico, is spatially and
temporally variable (Shinkle & Dokka, 2004). This variability has consequences to the derivation of a
reliable geoid model. As the landmass subsides, it results in a change in mass, and thus a change in
geoid. While the magnitude of change should be very small, it is a truism that 10 cm of vertical change
results in a 1 cm change to the geoid – an order of magnitude difference. As the terrestrial surface
subsides, its orthometric height corresponds. Only through long-term observation of CORS
measurements, coupled with periodic gravity readings, can a more precise model of the geoid be derived
(Mugnier, 2012).
The 2012 geoid update to the NAVD 88 was not without problems. Upon release of the hybrid geoid
model, users quickly discovered anomalous measurements at locations in Alabama, Louisiana,
Mississippi, Oklahoma, Texas, and Wisconsin. These defects were attributed to erroneous values
obtained from geodetically leveled bench marks (NGS, 2012b). The NGS quickly acknowledged the
errors, and issued a revised hybrid geoid model, 2012A, in September 2012 (NGS, 2012c). An
assessment comparing the predicted geoid value with those derived using geodetically leveled
benchmarks was compiled and distributed by the NGS (Dennis, 2013). The figure below depicts the
nationwide Geoid 2012A hybrid model accuracy at the 95% confidence interval, which establishes an
accuracy range between ±3.9 cm (green colors) and ±8.8 cm (orange colors).
29
Because of the problems associated with the initial 2012 geoid model, the revised model received close
scrutiny by many within the surveying community. Shortly after its release, users noticed a number of
inconsistencies for geoid 2012A derived NAVD 88 orthometric heights. These problems were initially
observed when compared to previous elevations measured using geoid 2009. Later, discrepancies were
observed when comparing observations with published values at NGS benchmarks. Apart from the
ambiguities common to GNSS-derived heights (Zilkoski, D'Onofrio, & Frakes, 1997), there can be two
principal explanations for the differences in NAVD 88 elevation values. The first explanation is the
explicit difference between geoids 2009 and 2012A. The second explanation relates to the reference
ellipsoid used to derive orthometric heights.
Figure 10
Nationwide Geoid 12a accuracy (Dennis, 2013)
30
Differences between NAVD 88 Geoid Models. Geoids 2009 and 2012A both produce
legitimate NAVD 88 orthometric heights. Both models may be used to determine the vertical datum for
the United States. But the orthometric heights are derived relative to different horizontal reference
frames. As such, geoids 2009 and 2012A produce different heights. The differences stem from the
underlying gravimetric and geodetic control data used to derive the model. As described by the NGS
(2012c), contemporary geoid models are hybrid products that combine gravimetric and geodetic leveling
data assets. The gravimetric models establish the equipotential gravitational surface (i.e., the geoid). The
GNSS-derived ellipsoid heights obtained from geodetically leveled benchmarks provide the separation
between NAD 83 ellipsoid and NAVD 88 geoid surface. Combining the two into a single model
effectively warps the gravimetric values to the benchmark data. Over time, these constraints vary, which
requires regular observations to account for geophysical changes of the earth. The updates reflect both
the geophysical changes as well as improved measurements. Fortunately, the degree to which these
changes occur can be quantified.
Geoid09 was fit to the data available in 2009. For those who still use data from 2009, Geoid09 will fit
better. However, NGS has changed the heights in the database for many of these points. Hence, Geoid09
will no longer fit the current values to (in some cases) better than the dm-level. Geoid12A was
developed using current values. Hence, Geoid12A should be used now in order to get results consistent
with those shown on the NGS datasheets (NGS’ current best estimate of actual heights) as well as OPUS
solutions. Both Geoid09 and GEOID12A yield estimates of NAVD 88. However, GEOID12A fits better
based on NGS’ current understanding of the true position of the coordinates.
The next two figures illustrate the difference between the 2009 and 2012A geoid, which can be quite
profound. These difference maps were constructed using data and software provided by the NGS
(http://www.ngs.noaa.gov/GEOID/GEOID12A/GEOID12A_data.shtml). First, a point cloud of regularly
spaced locations at approximately 0.7 miles was generated for the contiguous U.S. (i.e., CONUS). The
point coordinates were used to estimate the geoid 2009 and 2012A surfaces. Next, the geoid surface
models were subtracted from one another (2012A – 2009) to produce the absolute difference depicted in
the figures. The average difference between 2012A and 2009 for the CONUS is - 0.029 ft.; s=0.037;
n=3,081,690). When extracted for Louisiana, the mean difference is -0.39 ft.; s= 0.054; n= 46,437).
31
Associations between Horizontal and Vertical Datums. It is important to again stress that
geoids 2009 and 2012A both produce legitimate NAVD 88 orthometric heights. But, those values are
only valid with respect to the horizontal reference frame in which they were measured. By virtue of their
measurements, the geometric and geodetic observations of the ellipsoidal and geoid surfaces are
intrinsically tied to a horizontal datum (NGS, 2012c). Since 2007, all GNSS derived orthometric heights
are computed relative to a specific realization of the NAD 83 horizontal datum. As depicted in Table 9,
the GNSS derived positions referenced to NAD 83 (NSRS 2007) produce NAVD 88 orthometric heights
relative to geoid 2009. Similarly, GNSS positions derived relative to the NAD 83 (NA 2011) produce
NAVD 88 orthometric heights relative to the geoid 2012A. Specific datum associations are necessary
due to the comprehensive adjustments to the NAD 83 datum in 2007 and 2011. Accordingly, GPS
derived orthometric heights need only reference the NAD 83 (HARN) in use at the time of observation.
Figure 11
NAVD 88 geoid difference for the coterminous United States (2012A – 2009).
32
Table 9
Association between horizontal and vertical reference systems
HORIZONTAL REFERENCE
North American Datum of
1983(NAD83)
VERTICAL REFERENCE
North American Vertical
Datum of 1988 (NAVD88)
NAD 83 (NA 2011) epoch
2010.0
GEOID 2012A www.ngs.noaa.gov/GEOID/GEOID12A/faq_2012A.shtml
NAD 83 (NSRS 2007 or
CORS96) epoch 2002.0
GEOID 2009 www.ngs.noaa.gov/GEOID/USGG2009/faq_2009.shtml
NAD 83 (HARN) GEOID 2003 www.ngs.noaa.gov/GEOID/GEOID03/tech.shtml
NAD 83 (HARN) GEOID 1999 www.ngs.noaa.gov/GEOID/GEOID99/faq.shtml
NAD83 (HARN) GEOID 1996 www.ngs.noaa.gov/GEOID/GEOID96/faq.shtml
Figure 12
NAVD88 geoid difference for Louisiana (2012A – 2009)
33
Reference Framework Strategies
The authors assessed and summarized the pros and cons of using ellipsoid (i.e., geometric) heights
versus orthometric heights (elevations), which require geophysical (i.e., geoid) models to estimate
orthometric heights when GNSS data is used, as references for vertical control.
The Datum Transformation. Although a datum defines the basic control for a region or
continental area, its accuracy varies according to the “order” of the original survey. Classical
triangulation techniques have evolved in accuracy as a result of improvements to instrumentation, field
procedures, and adjustment techniques. The measured chains of quadrilaterals represent the actual
observations made over decades of datum development. Relating two datums to each other is valid only
when one can identify common points that are part of main triangulation arcs. A meaningful
transformation cannot develop between datums when we are indiscriminate in our choice of common
points and common “order.” Furthermore, the larger the region, for which we attempt to develop a
relation, the larger the uncertainty obtained for our relation. Accordingly, sometimes it is necessary to
use additional parameters to define a relation and decrease the uncertainties for a region or given data
set.
There is going to be a difference in the coordinates of a point common between the old, classical survey
and a current survey observed with GPS instrumentation. Such a difference is observable with respect to
horizontal positions more so than with vertical heights. As explained in prior paragraphs, horizontal
differences are attributable to different datums (NAD 1927 versus NAD 1983); and as long as we
recover an old monument by observing its new position on the new datum, the process of dovetailing
“old” work into “new” work is straightforward. Just like classical horizontal datums evolve with the
decades, so has the reference frames used to define GPS observations. The NGS publishes parameters
for easily transforming from one inertial reference frame to another. From time-to-time, LSU will
publish similar transformations for reference frames realized within Louisiana. See the “Composite
Coordinate Tables and Reference Frame Transformation Parameters” at the NGS Web site:
http://geodesy.noaa.gov/CORS/coords.shtml for more information.
The complexity of datum transformations increases in Louisiana when heights and elevations are
involved. Louisiana is the focus of a local crustal motion area that has demonstrated significant changes
in heights largely due to subsidence. With rare exception, the elevation of a point in Louisiana is lower
than it used to be, and the differences in elevation vary in rate and time from one place to another
(Shinkle & Dokka, 2004). The philosophy employed by NGS for geodetic leveling is to tie to existing
level lines at both ends of a leveling section such that a minimum of three established benchmarks are
observed at each end of the section. By always attempting to follow this rule of thumb, the observer can
insure that the beginning and ending observations are reliable in that any discrepancies will be
immediately recognized by inconsistencies among each existing triplet of benchmarks. Of course,
34
existing field conditions may not always provide such convenient ties. However, the relative differences
in heights from one benchmark to another benchmark are records that are critical to the future usability
of the observations. The NGS Technical Report 50 by Shinkle & Dokka (2004) was the first historical
analysis of subsidence ever performed on First-Order benchmarks in Louisiana. That scientific
breakthrough was possible only because the relative differences in heights from one benchmark to
another benchmark had been preserved for the entire 20th century by NGS.
Transformation Parameters. When establishing GNSS control for a project, one will
eventually have to relate old data to the new project. Specific knowledge of the datum parameters
ensures consistency of a reference frame transformation. Different transformation methods exist. In
addition to temporal and geophysical evolution of the reference frames, each method formally converts
the geometric, XYZ, position of one reference frame to that of another by accounting for the geo-center
translation, scale, and rotation (Meyer, 2010).
Frame Translation. This parameter accounts for the different locations of the reference frame’s
center. Translating the difference is mathematically achieved through vector addition. The vector may
be quite large when translating from a non-geocentric reference frame. The Helmert three-parameter
method is a frequently used method for translation-only datum transformations [equation (1)].
(1)
where P0 is the geocenter of the input reference frame, Pi is the geocenter of the original reference
frame, and T is the translation vector between the reference frames for the X, Y, and Z axes. The
translation parameters from a specific reference frame are typically represented as TX, TY, and TZ, and
usually presented as meter units.
Frame Scale. This parameter establishes the three-dimensional (i.e., Earth-centered, Earth-fixed)
location of intersecting baselines measured between global reference stations. Baseline values are
traditionally measured using space geodesy techniques, including very long baseline interferometry,
laser ranging, GNSS, and satellite-based Doppler readings. Equation (2) relates the baselines values
between the Cartesian coordinates measured between stations:
∆
,
∆,
∆,
(2)
where, the baselines, b, derived from geometric coordinates (X, Y, X) are computed between stations i
and j. The scale difference between reference frames is denoted by the unitless variable, s.
35
Frame Rotation. This parameter aligns the axes of two different reference frames using a
rotation matrix. As per Meyer (2010), the matrix, A, is defined by three small angles for each axis: ωx,
ωy, and ωz. Equation (3) depicts the rotation matrix:
0
0
0 (3)
where, the sign of the angle is attributed to the direction of rotation. Units are provided in
milliarcseconds (mas). Some transformation models (e.g., Bursa-Wolf Seven Parameter) depict the
small rotations (ωx, ωy, ωz) as (ω, ψ, ε).
Transformation Methods. Accurate transformation of a position from one reference frame, P0,
to another, P1, can utilize either the Helmert Seven-Parameter or the Bursa-Wolf 7-Parameter
transformation models. The Helmert model takes on the form depicted in equation (4):
1
∙ (4)
where, T is the translation vector, s is the incremental scale difference, A is the rotation matrix, and I is
the Identity matrix.
The Bursa-Wolf model takes on the form depicted in equation (5):
∙
∙ (5)
where, T is the translation vector, s is the incremental scale difference, A is the rotation matrix, and I is
the Identity matrix.
Specifications and detailed formulae for conducting a datum transformation in Louisiana are available in
the Appendix. This appendix depicts the transformation and associated parameter values needed to
convert positions from NAD 83 (CORS96) to NAD 83 (NA 2011). The position values are those of
continuously operating GPS reference stations (CORS) located in Louisiana and maintained by C4G.
Task 3: Field Survey of Roadway Test Sites
Staff from the C4G collected horizontal and vertical measurements for control points located at
designated test sites within each DOTD administrative district, eleven sites in all. Test locations are
comprised of approximate one mile segments of roadway located most often on elevated structures or
bridges. Additionally, investigators assessed the relative precision of kinematic data collected for
various driving speeds on an isolated road segment. This will create benchmarks across the state for
PMS to compare against contractor measurements. The stated purpose was to evaluate performance at
several different speeds. Originally the concept proposed 35, 55 and 70 miles per hour (MPH) but due to
safety concerns and the maximum posted speed limit of the test site, 35, 45, and 55 MPH speeds were
36
used. The original purpose was met while maintaining safety.
Control Point Survey
GNSS measurements were collected using a survey-grade receiver and antenna at one-second intervals
(i.e., 1 epoch) every 10 ft. along each (approximately one-mile) test site. Longer duration measurements
(e.g., 300 epochs) were collected at the start and finish ends of each control survey to provide higher
accuracy measurements to act as accuracy checks for the one-second data.
DOTD provided a list of the recommended schedule for performing the surveys. To ensure safety during
the field collections, the DOTD provided traffic control at each test site.
Kinematic Speed Assessment
Corrected and un-corrected GNSS measurements were collected using both mapping and survey-grade
technologies at one-second intervals (i.e., 1 sec. epochs) from a moving vehicle traveling at 35, 45, and
55 MPH on an isolated test site (61b) in Port Allen, LA. Measurements were assessed relative to the
different driving scenarios and equipment to help establish minimum and maximum accuracy
expectations.
Except as stated elsewhere, all measurements are provided in U.S. Survey Feet, converted from the State
Plane Coordinate System, Louisiana North and South, NAD83 (NA2011); elevations are provided in
feet, NAVD88 (using the Geoid 2012a model). Data may be transformed to NAD83 (NSRS2007) U.S.
Survey Feet, with elevations referenced to NAVD88 (geoid 2009).
Task 4: Reporting
Semi-annual and annual reports on the progress and research findings were provided as scheduled by the
LTRC. The final report covers the following:
Summary of findings for requirements-based standard operating and collection procedures for
GNSS technologies at DOTD. The report directs the results into a Departmental Standard that
may be used to develop a training session for DOTD Staff and contractors; demonstrating the
benefit of establishing GPS standards with respect to accuracy, technology procurement, support,
interoperability, and training.
Summary of data collection methodology, providing an overview map of each area surveyed.
Summary of geoid model research and findings, including recommendations for long-term
management of GNSS survey data that emphasizes maintaining detailed metadata of the
horizontal and vertical datums used.
37
DISCUSSION OF RESULTS
Objective 1: Standard Operating and Collection Procedures
First, this study focuses on Departmental standards-of-practice when utilizing GNSS technology for
mapping-grade applications.
The equipment selected by the GPS Technology Oversight Committee, a Trimble GeoXH 6000 system,
was acquired by the LSU C4G for use and testing in this objective. Namely, it was used primarily in two
ways: it was employed to ascertain its potential and develop reasonable performance expectations of
accuracy and precision and it was studied with an eye to developing advice specific to DOTD’s mapping
needs. The committee also selected a TruPulse 360 R LASER rangefinder, which was aquired, tested,
and included in the SOCP.
The results in brief are the precision indicators displayed by the GeoXH are a practical real-time
indicator of the performance of the system. With appropriate care and expertise, the system is capable of
performing at a level that exceeds the usual mapping requirements of the DOTD. In the most usual,
quick-operation with C4Gnet, an expectation of sub-foot performance when extraneous interference
(canopy, tall structures, some weather, etc.) is absent is the usual condition. One additional requirement
to achieve that level of precision is an accurate offset from the point of interest.
A pro-forma Standard Operating and Collection Procedures manual accompanies this report and is made
a part by reference. Also included are operational manuals from the GeoXH system and the 360R
rangefinder.
Objective 2: Horizontal and Vertical Datum Research Summary
Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework
(i.e., datums) are summarized in order to support consistent and accurate access to the National Spatial
Reference System (NSRS).
Recommendations
As noted elsewhere, datums evolve with time – modified as a result of a re-computation or re-
adjustment of older reference frameworks. Comparing surveyed values collected using different
reference systems presents a number of challenges. When venturing into a “new,” there will be some
pre-existing (i.e., historic) survey values that must be incorporated into that dataset. Although a GNSS
/GPS controlled project is largely free of systematic error when properly executed, the prospect of
quantifying the systematic error of an older data set and incorporating that older data into the new
system can be daunting. A successful project depends on the merger of the old with the new. An
understanding and knowledge of past practices, techniques, and reference systems is the pre-requisite to
that success.
38
Strategies for Future-Proofing GNSS-Derived Positioning
All GNSS-derived observations must be performed on the current terrestrial reference frame as
recognized by NGS. Whenever adjustments are issued, the NGS will publish the particular adjustment
epoch and geoid model. As indicated in Table 3 (page 7), contemporary adjustments are specifically
intended for use with a particular reference frame. For this reason, classifying data types and coordinate
systems only in terms of specific map projection and ellipsoid is a mistake. Instead, the most important
classifier is the datum and its adjustment date (e.g., NAD 83, NA 2011 epoch 2010.0). Once the specific
datum has been identified, all other parameters follow by definition.
Accordingly, DOTD should pursue three principal strategies:
1. Surveyed values collected for new projects should adopt the most current realization of the
NSRS available.
2. Surveyed values collected for active (i.e., not ended) projects should be maintained according to
the NSRS realization available at the start date of the project;
3. Surveyed values obtained from archived projects should be transformed into the most current
realization of the NSRS available.
Comparison across various generations of surveyed values necessitates special care. Since reference
frames are continuously updated alongside their concomitant geoid models, it is absolutely imperative
that all GPS-observed positions are archived with ellipsoid heights and/or geocentric X, Y, Z
coordinates in order to provide historical vertical data records capable of being updated to newer
geoid models. Furthermore, this archive should also include the reference frame tag (i.e., the realization
of the horizontal and vertical datum and its corresponding epoch) used to obtain the position.
Corresponding to the best practices typically employed for surveying, the following values are
recommended when comparing GNSS-derived observations collected for different realizations of the
NSRS:
1. Orthometric height (elevation)
2. Ellipsoid height
3. NSRS Realization (tagged name and epoch of the horizontal and vertical systems used).
Translating between different realizations of the same datum [e.g., convert NAD 83 (CORS96) to NAD
83 (NA 2011)] is accomplished by mathematical re-computation of the position values. The
mathematics employed to compute the transformation between two datums is identical to what is used to
transform among reference frames. The magnitudes are different in that the transformation parameters
from a classical datum to a modern inertial datum can typically range from tens of meters to hundreds of
meters. The magnitude of transformation parameters from one inertial reference frame to another inertial
39
reference frame will rarely exceed a few meters and typically will be in terms of centimeters. The reason
for this is classical datums were established from single astronomical observation points, and the
collection of a nation’s or region’s control points have been extended from the origin point using
triangulation surveys and distances that have largely been determined with the law of sines. As a result,
enormous numbers of errors have propagated through chains of triangles for hundreds if not thousands
of miles. On the other hand, inertial reference frames are snapshots in time of the current relation of
continental plates to an imaginary reference system defined by orbital elements of artificial satellites.
The change of one inertial reference frame to another is primarily the result of continental drift that
amounts to a few centimeters per year of the major continental plates. An inertial reference frame is
defined for a particular date or instant in time with respect to where each of the earth’s continental
satellite tracking stations are at that instant. The collection of tracking and receiving stations located on
each continental plate is then defined by a set of parameters with respect to a previous reference frame
representing an earlier instant in time. These International Terrestrial Reference Frames are defined
every so many years, and are examples of the change from one reference frame epoch to another.
Objective 3: Updated Control Point Measurements for the Pavement Management System
Third, C4G provides quality control information to the PMS section against which MVRM data may be
compared and assessed. The data are provided in the appendices. In each such appendix one will find the
coordinates for the points collected expressed in the appropriate Louisiana Coordinate System but, in
keeping with the requirements of this report expressed in US Survey Feet. Each is prefaced by a heading
with details of the survey and a plot of the points overlaying an aerial image from Google Earth and a
profile view of the same line of data adjusted to exaggerate the vertical by a factor of ten.
41
CONCLUSIONS
Objective 1: Standard Operating and Collection Procedures
Departmental standards-of-practice when using mapping-grade GNSS technology are examined. The
most important standard is: be aware of one’s surroundings.
Avoiding Interference such as Overhead Cover, Trees, etc.
The GNSS technique depends upon the antenna receiving timing signals directly from satellites in space.
A clear view of the sky is essential for high-precision positioning. Any interference with the signal along
its path to the antenna will result in degradation of the final precision and may render the result
unusable.
Be aware of surroundings. Look out for overhead towers, cables, trees, tall buildings nearby, summer
afternoon squall lines, nearby metallic objects such as a vehicle or parking lots and highway signs.
Keep a thinking cap on at all times. If the environment is not conducive to a direct approach, be alert for
alternatives that may be the next best. Are there geometric characteristics that may be exploited? Will
measuring offsets work well (LASER rangefinder or simple tape measure)? Here are some examples:
Large oak trees – Taking GNSS under the canopy is, of course, not a good idea but even if one
did try, the center of the tree is still not available. What to do?
o Consider walking the drip-line of the tree. Often that is more valuable information to a
designer than the location of the trunk.
o Consider placing a temporary marker (stake) at one location outside the canopy. Back up,
then sighting the tree and the marker with one eye closed, measure a position. Then go to
the opposite side of the tree and sight through the tree to the marker (this is harder but it
is possible to estimate when the center of the tree and the marker are aligned) and
measure that position. This gives two positions that form a line segment that goes through
the center of the tree. Repeat the procedure from a different angle.
o Where the two lines cross is the center of the tree.
Typical footprint of a building with a roof overhang – This problem is similar to that of the oak
tree but with a few differences. The center of the tree is a point and the footprint of the building
is a polygon. Typical buildings have straight sides.
o Take a position outside the roof line but aligned with a wall by sighting the wall with one
eye.
o Go outside the roof on the other end of the wall and repeat.
42
o Repeat for all of the most outside walls. The resulting lines will outline the extremes of
the footprint.
o Any indentations or inside angles will require finding a clever way to measure them.
o It may be as simple as a tape measure or making use of a LASER rangefinder or
exploiting some other aspect of the building.
Measuring the widths or offsets of collinear (parallel) features can be made very efficient under
the right circumstances
o Most sidewalks and drives are of a constant width. There is often no need to measure
both sides of such a feature. Use the attributes and comments to indicate which side of
the feature is being measured as a line and its width. The office software can add the
other edge as a line offset the amount that was input on the side indicated parallel to the
line of travel taken on the side actually measured.
o If the highest precision is not necessary, a good estimate of the distance from the top of
bank of a ditch to its center may be entered and by taking offset positions along the bank
the center of the ditch is recorded.
Highway signs – Signs, like trees, can create a hostile environment for GNSS. A typical sign is
metallic, flat and highly reflective to radio signals. If one is close to a sign it forms quite a
shadow from its opposite side and a very potent reflection of signals from the same side.
o If one must measure a sign, approach it from its edge and stop at its end. Take a position
then repeat on the other end. The reflective nature will be reduced to a minimum this way
but beware. It may not be reduced enough.
o The highly reflective nature of the signs may be used to advantage by employing a
LASER rangefinder to measure the location by offset.
The LASER rangefinder may seem to be a magic bullet when it comes to gathering positions of object
difficult to approach. It can indeed be a wonderful tool. All too often the users of the tools don’t realize
the myriad ways its purpose may be confounded. The LASER rangefinder has three vital functions: (1) a
distance meter that records the distance from the device to the object that reflected the beam, (2) a
compass that records the azimuth the device was pointed when the distance reading was made, and (3)
Bluetooth or cable means to provide the information to the GNSS data collector. The distance meter
seems foolproof at first glance, but it can frustrate good results if certain basics are overlooked.
Measuring the right point – in many situations, the LASER beam will reflect off several things
and it depends upon settings which reflection will be recorded.
43
o Consider a building, a sign, or a pole with vegetation overgrowth, the settings in the
rangefinder should be set to record the last return because the building is behind the other
reflective things, leaves etc.
o Consider a brush-line – the setting might be set to first return to be sure to record the edge
of the vegetation instead of somewhere inside it.
Measuring the point right – Few tools seem as much like a toy as a compass, but when one
considers how critical an accurate compass measurement can be to a LASER rangefinder, the
importance of its calibration and use becomes obvious. A tiny error in angle becomes an ever
larger distance error as the length of the shot grows.
o Follow the calibration procedures EVERY time the unit is used in a different place. In
some cases, a different place may be only a few feet away if there is a lot of iron, steel, or
electrical influence in the area.
o If the device is being used inside or adjacent to a vehicle, assume the compass is
disturbed by the metal of the vehicle itself and unreliable.
o Perhaps the most reliable means to overcome bad influences on the compass is to, in fact,
eliminate dependence upon the compass. Basic geometry explains that one needs two
measurements to establish a point horizontally. The rangefinder provides a distance and a
bearing from a known GNSS point, but the bearing is often suspect. If, instead, one takes
two distances from two known GNSS points the place that the two distances intersect is
the desired location achieved without having to trust an often doubtful compass bearing.
Measuring man-made features often provide short-cuts that can increase accuracy as well as ease
the work load.
o Consider sidewalks or many similar things. They are typically straight with definite
corners. If the straightness is in doubt, close one eye and look along the feature for
confirmation. If it is straight (enough), one only needs to make measurements at the
corners. For linear feature collection, pausing the recording between the corners does the
trick. The resulting lines will be straight and the average location along the line almost
always closer to the truth than the collection of many points along the line one knows is,
in fact, straight.
o Area features often benefit from the same procedure, pausing in between the corners. The
difference being, of course, polygons close upon themselves to enclose an area
o Curves along a route or edge of an area will benefit from clever user operation. Long
gentle curves are well delineated by regular time intervals at normal speeds. When a
44
curve is more acute the field technician simply slows the pace appropriately to insure that
the time intervals fall close enough to one another in distance to make a well-defined
curve for the end product.
Objective 2: Horizontal and Vertical Datum Research Summary
Recent enhancements to the nationwide horizontal and vertical spatial reference framework (i.e.,
datums) are summarized in order to support consistent and accurate access to the NSRS.
Conclusion
The recent updates to the NSRS have produced anecdotal accounts of unexplained discrepancies for
GNSS-derived orthometric heights (e.g., NAVD 88 elevations) when compared to values measured
relative to earlier realizations of the datum. The source of these differences have been attributed to NGS
updates to the horizontal and vertical reference frame from which the orthometric heights are computed.
The 2011 update to the horizontal datum [NAD 83 (NA 2011) epoch 2010.0] was a nationally
constrained adjustment optimally aligned the GNSS-derived passive control (e.g., benchmarks) with the
active control provided by the national CORS network. The final adjustment resulted in a median
horizontal and vertical shift of 2 centimeters from previously published values, though some station
coordinates experienced more significant differences. The 2011 adjustment effectively created a new
realization of the horizontal geodetic control framework for the U.S.
Because the vertical component of the NSRS is inexorably tied to the NAD 83 horizontal reference
frame, the NAVD 88 realization was revised in 2012. The NGS further enhanced the datum with a new,
hybrid geoid model (i.e., Geoid 2012A) that combined the NAD 83 (NA 2011) derived ellipsoid heights
with the latest satellite based gravimetric models of the U.S. (e.g., the US Gravimetric Geoid of 2012).
Consequently, contemporary orthometric heights measured relative to the NAVD 88 (Geoid 2012A) are
only valid for positions measured relative to the NAD 83 (NA 2011) datum. Orthometric heights
measured with NAVD 88 (Geoid 2009) are only valid relative to positions measured relative to NAD 83
(NSRS 2007 or CORS96).
Although a properly executed GNSS/GPS controlled project is largely free of systematic error,
comparing surveyed values collected using different reference systems presents a number of challenges.
In order to mitigate the challenges for future adjustment comparisons, the following recommendations
should be implemented for GNSS-derived positions:
1. Surveyed values collected for new projects should adopt the most current realization of the
NSRS available.
2. Surveyed values collected for active (i.e., not ended) project should be maintained according to
the NSRS realization available at the start date of the project.
45
3. Surveyed values obtained from archived projects should be transformed into the most current
realization of the NSRS available.
Because reference frames are continuously updated alongside their concomitant geoid models, it is
absolutely imperative that all GPS-observed positions are archived with ellipsoid heights in order to
provide historical vertical data records capable of being updated to newer geoid models. Furthermore,
data archives should include the datum tag (i.e., the realization of the horizontal and vertical datum and
its corresponding epoch) used to obtain the position. Corresponding to the best practices typically
employed for surveying, the following metadata values are recommended when comparing GNSS-
derived observations collected for different realizations of the NSRS:
1. Orthometric height (elevation).
2. Ellipsoid height.
3. NSRS Realization (tagged name and epoch of the horizontal and vertical systems used).
Translating between different realizations of the same datum [e.g., convert NAD 83 (CORS96) to NAD
83 (NA 2011)] can be accomplished using the same mathematical computations as those employed for
datum transformations. Transformation parameter values for the realization of the NAD 83 (NA 2011)
epoch 2010.0 reference frame are provided in the Appendix. When implemented, these values can
provide the appropriate conversion between positions measured relative to different datums and datum
realizations.
Terrestrial reference systems are constantly evolving. With the mission to define, maintain, and provide
access to the NSRS, the NGS regularly publishes updates for accurately realizing the horizontal and
vertical datums (2013c). Accordingly, the NGS is committed to providing tools and guidance to help the
broader geodetic community of users satisfactorily and correctly reference their geospatial data to the
NSRS. Toward that end, the DOTD is advised to consult with the Regional NGS advisor whenever
revisions to the NSRS are made.
Objective 3: Provide Updated Control Point Measurements for the Pavement Management
System
The final objective for this project provides updated control point measurement surveys at select
locations, in each district, on roadways maintained by the DOTD. Horizontal and vertical measurements
have been collected using survey-grade GNSS techniques at locations designated by the PMS Section.
The locations are essentially the same locations surveyed and reported in Project 09-2GT (Cavell &
Dokka, 2009). Investigators also addressed how vehicle speed affects horizontal and vertical accuracy
(jointly and separately) from kinematic surveys enhanced by a real-time GNSS network.
All GNSS measurements were augmented by the LSU C4GNet real-time network (RTN), an official
source for vertical control in Louisiana (Louisiana statute; R.S. 50: 173.1). Horizontal positions are
46
reported in U.S. Survey Feet converted from the Louisiana Coordinate System (Louisiana statute; R.S.
50: 1-7) relative to the NAD83 (NA 2011). Vertical positions are reported relative to both ellipsoid
heights (geometric) and orthometric heights (elevation). Both reference systems are defined using
metres as the unit of length, however in this report Ellipsoid or geometric heights are reported in metres
relative to the NAD83 reference ellipsoid for the North American tectonic plate. Orthometric heights are
converted to U.S. Survey Feet relative to the NAVD88 (Geoid2012A) datum.
The outcome from this objective will allow the PMS Section to use these control surveys and speed
observations to assess the MVRM data for quality and accuracy.
It cannot be emphasized enough that having the reference quality control data without implementing its
use as part of contract administration is tantamount to not using it at all. The control surveys provide
mile long benchmarks against which MVRM performance may be compared. If it is used prior to the
start of a MVRM project the tools may be tested in order to anticipate the level of precision to be
expected. If it is used after the fact then it serves as an audit sample for work already completed. Perhaps
the most important conclusion regarding the reference quality control data remains the recommendations
contained in the report for 09-2GT.
“… to require any MVRM vehicle that is going to survey the roads of Louisiana for DOTD to be driven
over the test site or test sites near to where its intended use is located following the protocol below:
A. Ideal State. MVRM operators should drive their vehicle over the test site with the Global
Navigation Satellite System (GNSS) RTK and Inertial Navigation working as designed and
record the results. These results will be compared to the benchmark data to ascertain the
expected deviation from the system “truth” under optimal conditions, which may help set
expectations of the highest precisions attainable with the particular system. Repeating the passes
will increase the confidence in the prediction.
B. Brief Inertial State. MVRM operators should drive their vehicle over the test site with GNSS
RTK blocked just before entering the test area and Inertial Navigation working as designed.
These results will be compared to the benchmark data to ascertain the expected deviation from
the system “truth” when the normal GNSS signal blockages occur. Repeating the passes will
likely increase the confidence in the prediction.
C. Extended Inertial State. MVRM operators should drive their vehicle over the test site with
GNSS RTK blocked for extended time and Inertial Navigation working as designed. These
results will be compared to the benchmark data to ascertain the expected deviation from the
system “truth” when the longer than normal GNSS signal blockages occur. Repeating the passes
will likely increase the confidence in the prediction.
47
D. Post-Processing State. MVRM operators should drive their vehicle over the test site with GNSS
RTK blocked for extended time and Inertial Navigation working as designed. Results will be
post-processed to generate positions. These results will be compared to the benchmark data to
ascertain the expected deviation from the system when using post-processing. Repeating the
passes will likely increase the confidence in the prediction. Some passes should be considered
with the GNSS signal blocked as in B and C.
The comparison of the results on a test site while re-creating the conditions commonly expected to be
experienced in the field will allow the prediction of the MVRM system performance.”
49
RECOMMENDATIONS
Objective 1: Standard Operating and Collection Procedures
A separate document attached to Appendix A by reference is the recommended Standard Operating and
Collection Procedures deliverable. It contains concise procedures and operations for various conditions
and objectives. The most important standard remains: be aware of one’s surroundings.
Avoiding Interference such as Overhead Cover, Trees, etc.
A clear view of the sky is essential for high-precision positioning.
Be aware of surroundings.
Use widths for features such as sidewalks, drives, and some ditches.
Be alert for when an alternative that may be the best technique.
o Consider walking the drip-line of the tree.
o Cosider creating an intersection.
o Locate signs on their edges.
When considering using LASER rangefinder:
Calibrate every set-up.
Avoid magnetic influences such as cell phones and truck bodies.
Make sure to measure to the right point.
Use distance-distance intersection option.
Man-made features often simplify locating procedures
Regular geometric shapes may be well described by locating the vertices or the radius point and
radii.
Recommendations for the creation and implementation of SOCP follow:
Refer to Appendix A of this document for flow-chart and step-by-step procedures (cheat-sheet)
to operate introduction to the GeoExplorerXH with TerraSync and with ArcPad.
Refer to TruPulse-200-360-Quick-Reference-Guide, attached by reference to this report for step-
by-step procedures (cheat-sheet) to operate and introduction to the TruPulse-LASER
50
rangefinder.
Using GPS alone has the ability to achieve more precise results that combining GPS with
GLONASS. However, any degradation is usually less than the desired precision for mapping.
Therefore, using GLONASS combined with GPS is the recommended default set-up choice for
most mapping applications.
Any time the vertical component is of consequence, positions taken with the GeoExplorer must
have a fixed offset from the point of interest, i.e., use an antenna mounted on a range pole.
Terminology used in this document and for operation of the systems discusses may be found in
the chapter entitled “ACRONYMS, ABBREVIATIONS, AND SYMBOLS.”
Explanations of possible errors degrading accuracy and precision are covered throughout this report. A
few of the most important are:
Blockage of signals from satellites.
o Urban canyon .
o Tree canopy.
o Power lines.
o Metal fences & roofs.
Taking measurements in a wrong place (not the feature intended).
Using compass with magnetic interference.
Creating operational guidelines is a contemporary affair. Techniques, product capabilities and the
situations in which they are to be employed vary from time to time and place to place. In the short time
of this project new versions and models of the GNSS receivers have been introduced. Ephemerides,
satellite design, etc. are subject to improvement, and the purposes to which DOTD wants to apply them,
change.
Using this document as a guideline along with the latest information from the GNSS receiver
manufacturer.
As long as that contemporary nature is kept in mind, this and other documents will prove
valuable assets in the development of SOCPs and training curricula fr use both in-house and by
contractors.
Clarification of buy/lease criteria may be found on pages 14-16 of this report.
A large organization like DOTD will most likely decide to purchase equipment with a
support/maintenance agreement to keep hardware/software up-to-date. This will require periodic
re-evaluation to remain optimal.
51
Cost-benefits of accuracy and precision, maintenance, standardization, and single platform system:
One way to estimate the cost/benefit ratio of investing in one type of system or another is
illustrated by the following formulae showing the dependence upon context. The Survey Grade
has a very favorable ratio if one requires the precision it can produce and despite its low
investment outlay recreational GNSS has a very unfavorable ratio for several reasons.
o :
o :
o :
The charge for this project was to investigate the operation and capabilities of the devices chosen by the
GPS Technology Oversight Committee, the GeoXH6000. Within DOTD, some already use earlier
models of quality mapping grade systems: They ask, “What would happen to the units that are already
in place? Our section uses the Trimble GeoXT (lower grade) and the (lower grade) antenna for
inventory. The accuracy is suitable for our needs.”
The advice in the previous paragraphs stands as is. The manufacturer’s User Guide for the GeoXT
suggests using accuracy based logging, in similar fashion to the GeoXH6000 used in this study. The
specifications seem indicate very similar capabilities except for the ability for Real-Time corrections.
Table 10
Accuracy (HRMS) after differential correction (from Trimble specifications)
Specifications - subject to change without notice (1σ ≈
68%) GeoXt3000 GeoXH6000
Code post processed 1.6 ft. + 1 ppm 1.6 ft. + 1 ppm
Carrier post processed
With 10 minutes tracking satellites 7.9 in. + 2 ppm
With 20 minutes tracking satellites 4 in. + 2 ppm
With 45 minutes tracking satellites (GPS
Pathfinder Office s/w limited to 6.2mi. from base) 0.4 in. + 2 ppm 0.4 in. + 2 ppm
Real-Time
With SBAS (WAAS/MSAS/EGNOS) < 3.3 ft. < 3.3 ft.
With VRS or Single base 2.5 ft. + 1 ppm
With H-Star 4 in. + 1 ppm
The empirical rule, says nearly all values lie within three standard deviations (3σ) of the mean in a
normal distribution. 68.27% lie within 1σ of the mean, 95.45% lie within 2σ and 99.73% (nearly all)
lie within 3σ.
52
Question Regarding Post Processing in Trimble Pathfinder Office
A late comment was received following the draft of this report: “Procedures need to be created for post
processing in GPS Pathfinder Office as well.”
Within the state of Louisiana, the recommendation is to use real-time corrections based on the C4Gnet
network of CORS in part to assure agreement with the National Spatial Reference System.
As a courtesy, a copy of The GPS Pathfinder® Office Software Getting Started Guide (included with the
software and is a fairly complete introduction to operating the software package) is appended to this
document for reference. Appendix A contains further information regarding field use of the GeoXH and
a SOCP has been created separately from this document, included with it and included herein by
reference.
Objective 2: Horizontal and Vertical Datum Research Summary
Recent enhancements to the nationwide horizontal and vertical spatial reference framework (i.e.,
datums) are summarized in order to support consistent and accurate access to the NSRS.
The latest realization of the NSRS published for public use by NGS should be employed, with
rare exception, such as a particular local datum for a project. (This may require specific statutory
language regarding datums to be modified and/or generalized.)
The NAD 1983 (horizontal) realization was updated in 2011; a nationally constrained adjustment
with the active control provided by the national CORS network.
The NAVD 88 (vertical) realization was updated in 2012 along with a new, hybrid geoid model
Geoid 2012A.
Orthometric heights measured with NAVD 88 (Geoid 2009) are strictly valid relative only to
horizontal positions measured relative to NAD 83 (NSRS 2007 or CORS96).
Preserve ellipsoid heights in every GNSS project in order to provide a straight-forward means of
translating from one datum realization to another.
Objective 3: Provide Updated Control Point Measurements for the Pavement Management
System
Horizontal and vertical measurements have been collected using survey-grade GNSS techniques at
essentially the same locations surveyed and reported in Project 09-2GT (Cavell & Dokka, 2009).
Investigators also addressed how vehicle speed affects horizontal and vertical.
Require MVRM vehicle to be driven over the test site near to its intended use using the protocols
below:
53
A. Ideal State. MVRM operators should drive their vehicle over the test site with the GNSS
RTK and inertial navigation working and record the results. Compare to the benchmark data
to ascertain the expected deviation under optimal conditions, which may help set
expectations of the highest precisions attainable with the particular system. Repeating the
passes will increase the confidence in the prediction.
B. Brief Inertial State. MVRM operators should drive their vehicle over the test site with GNSS
RTK blocked just before entering the test area and Inertial Navigation working as designed.
These results will be compared to the benchmark data to ascertain the expected deviation
from the system “truth” when the normal GNSS signal blockages occur. Repeating the passes
will likely increase the confidence in the prediction.
C. Extended Inertial State. MVRM operators should drive their vehicle over the test site with
GNSS RTK blocked for extended time and Inertial Navigation working as designed. These
results will be compared to the benchmark data to ascertain the expected deviation from the
system “truth” when the longer than normal GNSS signal blockages occur. Repeating the
passes will likely increase the confidence in the prediction.
D. Post-Processing State. MVRM operators should drive their vehicle over the test site with
GNSS RTK blocked for extended time and Inertial Navigation working as designed. Results
will be post-processed to generate positions. These results will be compared to the
benchmark data to ascertain the expected deviation from the system “truth” when using post-
processing. Repeating the passes will likely increase the confidence in the prediction. Some
passes should be considered with the GNSS signal blocked as in B and C.
The comparison of the results on a test site while re-creating the conditions commonly expected to be
experienced in the field will allow the prediction of the MVRM system performance.
In addition to other aspects required of MVRM contractors, the following should be required:
Require MVRM vehicle survey to result, in part, in reports being delivered in with values
expressed relative to the NSRS (Currently NAD83 & NAVD88) and the La. Coordinate systems.
In addition to any other reports of vertical data it must include ellipsoid heights relative to the
NSRS (Currently NAD83).
When linear units are used as coordinate values or distances, they should be expressed in metres
or US Survey Feet. 13937 1200.3.28083333….
⁄
55
ACRONYMS, ABBREVIATIONS, AND SYMBOLS
C4G Center for GeoInformatics
cm centimeter(s), centimeter(s)
CO Colorado
CORS Continuously Operating Reference Station
DGNSS differential global navigation satellite system(s)
DOD Department of Defense
DOP Dilution of Precision
DOTD Louisiana Department of Transportation and Development
DTM digital terrain model
EDOP Easting Dilution of Precision
ft. foot (feet)
FTP file transfer protocol
GDOP Geometric Dilution of Precision
GIS Geographic Information System
GLONASS (Russian: ГЛОНАСС) a satellite navigation system
GNSS global navigation satellite system(s)
GPS global positioning system(s)
GTOC GPS Technical Oversight Committee
HDOP Horizontal Dilution of Precision
H.I. Height of Instrument
in. inch(es)
LA Louisiana
LASER Light Amplification by Stimulated Emission of Radiation
LSU Louisiana State University
LTRC Louisiana Transportation Research Center
MVRM Moving Vehicle Rapid Mapping
NAD83 North American Datum of 1983
NAVD88 North American Vertical Datum of 1988
NA2011 National Adjustment of 2011
NDOP Northing Dilution of Precision
NGS National Geodetic Survey NGS
NSRS National Spatial Reference System
MD Maryland
M metre(s), meter(s)
mm millimeter(s), millimeter(s)
56
MPH miles per hour
PDOP Positional Dilution of Precision
PDOP position dilution of precision
PMS Pavement Management System
PPS post-processed static
PRC Project Review Committee
QC Quality Control
RMSE root-mean square error
RTK Real-Time Kinematic
RTN real-time network
SIM Subscriber Identification Module
Sec. Second
SNR signal to noise ratio
SOCP standard operating and collection procedure(s)
TDOP Temporal Dilution of Precision
U.S. United States
VDOP Vertical Dilution of Precision
57
REFERENCES
1. Cavell, J. A. and Dokka, R. K. (2009). Reference Measurements of Pavement
Management System Roadway Elevations. Report to the Louisiana Transportation
Research Center: 09-2GT (FHWA/LA.09/459). Baton Rouge, LA.
2. Dennis, M. (2013). Fusion of Geodesy and GIS at NOAA's National Geodetic Survey.
ESRI Survey Summit. San Diego, CA: NGS.
3. Doyle, D. R. (1994). Development of the National Spatial Reference System. U.S. Dept.
of Commerce, National Oceanic and Atmospheric Administration, National Ocean
Service Silver Spring, MD.
4. Barnett, J., Harrison, J., and Steede-Terry, K. (2012). DOTD GPS Technology
Management Plan. Report to the Louisiana Transportation Research Center: 11-2P
(FHWA/LA.11/489). Baton Rouge, LA.
5. Meyer, T. H. (2010). Introduction to Geometrical and Physical Geodesy. Redlands, CA,
ESRI Press.
6. Mugnier, C. J. (1986). The Louisiana RSO Coordinate System, New Orleans, LA.
7. Mugnier, C. J. (2012, 09 01). GEOIDS – Something’s Fishy in the Cornpatch. Retrieved
06 05, 2014, from LSU Center for GeoInformatics:
http://c4gnet.lsu.edu/c4g/index.php/news/surveying-news/100-geoids-something-s-fishy-
in-the-cornpatch.
8. National Geodetic Survey (2001). What is the geoid?
http://www.ngs.noaa.gov/GEOID/geoid_def.html.
9. National Geodetic Survey (2012). GEOID09.
http://www.ngs.noaa.gov/GEOID/GEOID09/.
10. National Geodetic Survey (2012). GEOID12A.
http://www.ngs.noaa.gov/GEOID/GEOID12A/.
11. National Geodetic Survey (2012). GRAV-D. http://www.ngs.noaa.gov/GRAV-D/.
58
12. National Geodetic Survey (2012). USGG2012.
http://www.ngs.noaa.gov/GEOID/USGG2012/.
13. National Geodetic Survey. (2012a, 12 12). National Adjustment of 2011 Project.
Retrieved 06 02, 2014, from National Geodetic Survey:
http://www.ngs.noaa.gov/web/surveys/NA2011/ .
14. National Geodetic Survey. (2012b, 08 04). Geoid 2012. Retrieved 06 05, 2014, from
National Geodetic Survey: http://www.ngs.noaa.gov/GEOID/GEOID12/.
15. National Geodetic Survey. (2012c, 09 10). Geoid 2012a. Retrieved 06 05, 2014, from
National Geodetic Survey: http://www.ngs.noaa.gov/GEOID/GEOID12A/.
16. National Geodetic Survey. (2013a, 05 28). National Geodetic Survey: What We Do.
Retrieved from National Geodetic Survey:
http://geodesy.noaa.gov/INFO/WhatWeDo.shtml.
17. National Geodetic Survey. (2013b, 11 24). Vertical Datums. Retrieved from National
Geodetic Survey: http://www.ngs.noaa.gov/datums/vertical/VerticalDatums.shtml.
18. National Geodetic Survey. (2013c). NGS Ten-Year Strategic Plan 2013-2023. Silver
Spring, MD.: National Geodetic Survey. Retrieved from
http://www.ngs.noaa.gov/INFO/tenyearfinal.shtml.
19. Raper, J., editor (2009). ArcPad A field user’s guide. ESRI Press, Redlands, CA.
20. Schwarz, C. R. (1989). Professional Paper NOS 2: North American Datum of 1983.
Rockville, MD, National Oceanic and Atmospheric Administration.
21. Shinkle, K. D., & Dokka, R. K. (2004). Rates of Vertical Displacement at Benchmarks in
the Lower Mississippi Valley and the Northern Gulf Coast. National Geodetic Survey.
22. Snay, R. A. (1999, December). Modern Terrestrial Reference Systems Part 1.
Professional Surveyor, pp. 1-2. Retrieved from
http://www.ngs.noaa.gov/CORS/Articles/Reference-Systems-Part-1.pdf.
23. Snay, R. A., & Soler, T. (2000, February). Modern Terrestrial Reference Systems Part 2:
The Evolution of NAD 83. Professional Surveyor, 20(2), p. 2. Retrieved from
http://www.profsurv.com/magazine/article.aspx?i=546.
59
24. Snay, R. A., & Soler, T. (2000, March). Modern Terrestrial Reference Systems Part 3:
WGS84 and ITRS. Professional Surveyor, 20(3), pp. 1-3. Retrieved from
http://www.ngs.noaa.gov/CORS/Articles/Reference-Systems-Part-3.pdf.
25. Trimble Navigation Limited. (February 2011). GeoExplorer 6000 Series User Guide
(Revision A). Westminster, CO.
26. Trimble Navigation Limited. (May 2012). TerraSync Software and GPS Pathfinder
Office Software Orientation Guide (Revision B). Westminster, CO.
27. Trimble Navigation Limited. (November 2013). Trimble Positions ArcPad Extension
User Guide (Revision A). Westminster, CO.
28. Zilkoski, D. B., Carlson, E. E., & Smith, C. L. (2008). Guidelines for Establishing GPS-
Derived Orthometric Heights. Silver Spring, MD: National Oceanic & Atmospheric
Administration. Retrieved from
http://www.ngs.noaa.gov/PUBS_LIB/NGS592008069FINAL2.pdf.
29. Zilkoski, D. B., D'Onofrio, J. D., & Frakes, S. J. (1997). GUIDELINES FOR
ESTABLISHING GPS-DERIVED ELLIPSOID HEIGHTS. Silver Spring, MD: National
Oceanic & Atmospheric Administration. Retrieved from
http://www.ngs.noaa.gov/PUBS_LIB/NGS-58.html.
30. Zilkoski, D. B., Richards, J. H., & Young, G. M. (1992). Results of the General
Adjustment of the North American Vertical Datum of 1988. Surveying and Land
Information Systems, 52(3), 133-149. Retrieved from
http://www.ngs.noaa.gov/PUBS_LIB/NAVD88/navd88report.htm.
61
APPENDIX A
Operating and Collection Procedures
A deliverable product of this project is a document that is to become the core for Standard
Operating and Collection Procedures (SOCP) intended to ensure quality data collection, and thus
support the DOTD data collectors with guidelines for operation and practice is contained in a
separate SOCP document so as to make its use more convenient in stand-alone form.
What follows is useful information, some in more depth than desirable in the SOCP and some
innappropriate because of specific recommendations made in the SOCP, but nonetheless useful
to some and of interest to others.
Terminology
Accuracy: positional correctness; the degree of closeness of measurements of a quantity to that
quantity's actual value.
Antenna Height: The vertical offset (height above) of a GNSS antenna’s reference point
vertically above the point of interest.
ArcGIS: a geographic information system (GIS) for working with maps and geographic
information used for: creating and using maps; compiling geographic data; analyzing mapped
information; sharing and discovering geographic information; using maps and geographic
information and managing geographic information in a database.
ArcPad: mobile field mapping and data collection software designed for GIS. It includes
capabilities for capturing, editing, and displaying geographic information; integrates directly
with ArcGIS.
Azimuth: In land navigation, usually denoted alpha, , and defined as the horizontal angle
measured clockwise from a north base line or meridian.
Bearing: In land navigation, the angle between a line connecting the user and another object, it
may be expressed as an azimuth angle but more commonly as an acute angle (0°-90°) relative to
one of the quadrants of the compass: NE, SE, SW and NW.
COM (Communication port): the original name of the serial port interface on IBM PC-
compatible computers. It may refer not only to physical ports, but also to virtual ports.
Compass: a navigational instrument that shows directions in a frame of reference (north, south,
east, and west) that is stationary relative to the surface of the Earth.
DOP (Dilution of Precision) : a term used to specify the additional effect of geometry on
62
measurement precision
Geoid: The equipotential surface of the Earth's gravity field which best fits, in a least squares
sense, global mean sea level.
GDOP (Geometric Dilution of Precision); a term used in satellite navigation to specify the
additional effect of satellite geometry on positional measurement precision.
TDOP (Temporal Dilution of Precision); a term used to specify the additional effect of satellite
geometry on time measurement precision; a component of GDOP.
PDOP (Positional Dilution of Precision); a term used to specify the additional effect of satellite
geometry on 3-D positional measurement precision; a component of GDOP.
VDOP (Vertical Dilution of Precision); a term used to specify the additional effect of satellite
geometry on vertical measurement precision; a component of PDOP.
HDOP (Horizontal Dilution of Precision); a term used to specify the additional effect of satellite
geometry on horizontal measurement precision; a component of GDOP.
NDOP (Northing Dilution of Precision); a term used to specify the additional effect of satellite
geometry on northing or latitude measurement precision; a component of HDOP.
EDOP (Easting Dilution of Precision); a term used to specify the additional effect of satellite
geometry on easting or longitude measurement precision; a component of HDOP.
GLONASS: (Russian: ГЛОНАСС) a satellite navigation system operated by the Russian
Aerospace Defence Forces; similar in function to GPS.
GNSS(global navigation satellite system); a system of satellites that provide autonomous geo-
spatial positioning with global coverage that allows electronic receivers to determine their
location (longitude, latitude, and altitude) to high precision (within a few metres or tens of feet)
using time signals transmitted along a line of sight by radio from satellites.
GPS (Global Positioning System); a satellite navigation system that provides location and time
information in all weather conditions, anywhere on or near the Earth where there is an
unobstructed line of sight to four or more GPS satellites, maintained by the United States
government.
H.I. (Height of Instrument); the elevation of the line of sight of an optical survey instrument.
Sometimes used in reference to a GNSS antenna to indicate its relative height above the point of
63
interest, more correctly call antenna height.
LASER Rangefinder: a rangefinder which uses a LASER beam to determine the distance to an
object.
LASER (Light Amplification by Stimulated Emission of Radiation); a device that emits light
through that process. LASERs differ from other sources of light because they emit light
coherently that allows a LASER beam to stay narrow over long distances. LASERs only emit a
single color of light.
NMEA 0183: a combined electrical and data specification for communication between marine
electronics such as echo sounder, sonars, anemometer, gyrocompass, autopilot, GPS receivers
and many other types of instruments by the National Marine Electronics Association that defines
how data are transmitted in a "sentence" from one "talker" to multiple "listeners" at a time.
Precision: positional consistency; the degree to which repeated measurements under unchanged
conditions show the same results
SIM card: “Subscriber Identification Module”; an integrated circuit that stores the international
mobile subscriber identity (IMSI) and the related key used to identify and authenticate
subscribers on mobile telephony devices. A SIM circuit is embedded into a removable plastic
card and can be transferred between different mobile devices.
Signal to Noise Ratio (SNR)
TerraSync™: Software for field GIS data collection and maintenance with a GNSS handheld
computer and LASER rangefinder, for the collection of feature and position data for GIS update
and maintenance.
64
Specific Techniques to Ensure Accuracy and Precision using TerraSync
Terra Sync is a Trimble product intimately integrated with the GeoXH system and works in a
fairly straightforward manner. A flowchart of its operations follows.
A more complete SOP for TerraSync is the primary substance of the SOCP.
Figure 13
TerraSync Flowchart
65
Specific Techniques to Ensure Accuracy and Precision using ArcPad
ArcPad is not the recommened field interface for use with the GeoXH in the SOCP. However, the
following contains a brief overview of its use that may be helpful to any who wish to explore using
ArcPad in the field.
ArcPad is a product of ESRI and an add-on extension to the GeoXH. Because of that slightly more
explicit instructions follow. Given the correct data dictionary, either product will perform well. It is
possible that the ArcPad will have a feel that is more comfortable for one familiar with ESRI GIS.
Configure ArcPad
Launch ArcPad
To do this, click the Windows icon on the bottom left of the screen, and scroll down to ArcPad, and hit
the icon once.
Figure 14
GeoXH home page
66
It will take about 5 to 10 seconds to fully launch.
Choose Project
Once ArcPad loads, you will be prompted to select from four choices. Choose to “Choose map to open.”
Figure 16
ArcPad s
p
lash screen
Figure 15
Select ArcPad on Windows page
67
The next screen lists available maps loaded from the GIS. Choose the appropriate map and hit OK.
Figure 18
Available maps
Figure 17
ArcPad start screen
68
GPS Correct
The unit may complain with error beeps until it begins receiving valid positions. To initiate the GPS
Correct function within ArcPad click on the Trimble logo and again in the menu bar. This opens
Trimble Positions. The screen that appears next will be whichever was last open. The illustration shows
the Skyplot screen. It illustrates satellites in-use as if seen from overhead.
Figure 20
Trimble Positions Skyplot
Figure 19
ArcPad survey screen
69
From the drop-down menu, choose Setup.
Choose Logging Settings
Turn on Lot GNSS to SSF unless instructed otherwise. Set the antenna height appropriately for
the operation. A nominally good choice for someone 5’7” to 6’1” holding the receiver between
waist and breast height is 4.25 ft. It is usually a comfortable position with the elbow bent just
Figure 22
Trimble Positons logging settings
Figure 21
Trimble Positions Settin
g
s screen
70
about 90° with the forearm pressed against the body for support. Someone of a different height
or with a different technique or if the receiver antenna is mounted differently will, of course,
input a different, correct height. Click Done when finished.
Choose GNSS Settings
These settings will probably remain the same for most operations. Use Smart Settings and determine
accuracy setting by Horizontal- In the field. Click Done when finished.
Figure 23
Trimble positions GNSS settings
71
Choose Real-time Settings
The settings should be as shown in almost all cases. Use External Source (LSU C4G RTN). Wait for the
Real-time corrections to consider positons useful. If the external corrections are missing for more than
15 sec., cease using them until connection is re-established. Click Done when finished.
If necessary (unusual), under options choose Connect to External Source. Under Setup choose Skyplot
because this is a convenient, known place to which to return. Then click on the ArcPad logo near
the upper right corner of the screen.
Field data capture with ArcPad
Data capture
To set up data capture data on the GPS, hit the down arrow under the GPS button on the top tool bar
and click on GPS Preferences. The icon is available to us as long as we are in the FOLDER tab.
Figure 24
Trimble Positions real-time settings
72
The first tab to setup is the GPS with ArcPad 10. It will automatically tell us if this is the first time using
the unit, that our GPS is not set and then it will automatically scan to find our receiver. As long as we
are using ArcPad with GPSCorrect, our Protocol will be Positions ArcPad extension, Com 3: GNSS
Serial Port and 9600 Baud.
Figure 26
ArcPad GPS preferences
Figure 25
ArcPad survey preferences
73
Next, click on the Capture tab; this is where we will set our averaging: for training,, please set to 10 for
Points, 5 for Vertices, Streaming 1 sec intervals and Distance to 3 ft..
Next, click on the Quality tab; leave these settings as No Warnings.
Next, click on GPS Height. Set the antenna height to the height of your instrument; we will use 4.25ft.
Figure 28
ArcPad quality preferences
Figure 27
ArcPad capture preferences
74
Next, click on the Datum tab; we will leave this set to NAD_83_NSRS2007.
Next, click on Alerts, which is more about personal preferences. Probably uncheck the visual alerts but
choose which audible alerts to keep hearing when GNSS is lost or Carrier or when Approaching a
Navigation Destination.
Figure 30
ArcPad datum preferences
Figure 29
ArcPad GPS height preferences
75
Now on to data collection.
Getting Ready for Data Collection
Feature types will usually be created in the office. If you have additional data you would like to record,
then simply hit the Add Layers button found under the file folder button on the upper menu
and choose a layer you would like to capture by placing a check mark in the box. [Note: Not usually
recommended because feature types will usually be created in and managed by the office.]
Figure 31
ArcPad alerts
p
references
76
Only one feature type at a time may be captured/edited. Only one can be marked as editable at a time.
To choose which feature to capture/edit hit the layers button and place a check mark next to the one
to work with.
With the QuickCapture option on ArcPad may choose which feature to capture by clicking on its
matching symbol.
Figure 33
ArcPad feature choice
Figure 32
Adding a layer
77
To capture a feature, simply click on the corresponding icon.
Capturing a Features with GPS Positons
Click on the data capture button on the top toolbar. When GNSS is Active we will be able to
capture positions with GNSS.
Capturing a Point Feature
Click on the GPS Point button. Then choose point from the dropdown list to capture a point feature.
Percentages will start to climb at the top left by intervals of 10%; once it has reached 100%, we have
achieved an averaged GPS Position. We can enter our attribute information as we are recording or when
we are finished averaging. Some users have a tendency to move a bit while they enter data so it is
important to stand still as we record our position; otherwise, we will create a large standard deviation
that will affect our accuracy. Once we have captured our GPS positions and entered our attribute
information, we can hit the OK button to save.
Capturing a Line Feature via Continuous Recording
To capture a continuous line like roads or paths we need to first select to record a Polyline feature in the
GPS Collection tab.
Figure 34
ArcPad quick capture option
78
Next, choose the Continuous line GPS icon . When we set up our GPS Preferences earlier we set the
setting to record a streaming line if both 1 second AND 3 ft. have transpired. Therefore, the line will
only start to appear on the screen after the criteria have been met. Once you hit the Continuous GPS line
button, start moving as your position trail is starting to calculate. When the line is complete, hit the
green right arrow button at the bottom of the screen to advance to the attributes fields. Enter comments
and hit OK when done.
Capturing a Line in Vertices mode
To capture vertices along a line instead of a continuous line hit the GPS Vertices button . This will
allow one to capture corners and, generally, much more precise data by averaging positions at the
vertices rather than taking many one second shots along the path. The Vertex screen will come up with a
count of 1 out of 10 readings. GPS Preferences are set to record vertices with 10 positions to average to
give one better position. Once the readings have completed, hit the OK button and simply move to next
spot to capture the next vertex; hit the Vertices button again and repeat until finished with the line
feature. Hit the green area key at the bottom of the screen and this will advance to the attributes
page.
Capturing Area Features
Capturing Area features is much like the same of collecting a polyline. First, change the feature type to a
Polygon and then record via continuous or by vertices.
Figure 35
Ar
c
P
ad
G
P
S
co
ll
ect
i
o
n
tab
79
Offsets
There will be times in the field when one cannot physically occupy the feature so an offset will be
necessary. To capture an offset, collect a point at the antenna’s position and enter attributes then activate
the Offset button . Once this is activated, click on the GPS point button and the offset screen will
be shown.
Hit OK when done.
Navigation
Navigating is fairly straightforward with ArcPad on the GeoHX, simply select the feature to navigate to
by either selecting on the Map or by using the Find tool. Choosing from the Map, select your GO
TO option and make sure it is highlighted. Click on the map of the feature you would like to navigate to
and the feature’s label will change to the word Mark. You then will follow your compass heading. Click
on the GPS Status bar at the bottom of the screen and then click on the Compass tab. The compass tab
will have a red button at the top for where you need to travel and a distance and ETA.
Figure 36
ArcPad offset tab
80
Once you have arrived at the destination clear Nav target by clicking the clear selected feature button
To navigate by using the Find feature, simply click on the Find button, select the feature type and
sort by attributes or search by all, and then select the feature by clicking on it one time. Hit the GoTo
button on the right hand side, then follow the compass heading. Click on the GPS Status bar at the
bottom of the screen and then click on the compass tab, which will have a red button at the top for
direction and a distance and ETA. Once arrived at the destination, clear Nav target by clicking the clear
selected feature button
Editing
Edit a feature by clicking on a feature on the map and then click on the Feature Properties button
TruPulse 360R Laser Rangefinder
The TruPulse Quick Reference Guide is a well-written booklet that covers the use of the device well.
There is no need to attempt to replicate it redundantly here. Instead the document is included with this
one and included by reference. There is a brief overview of its use within the SOCP.
Figure 37
ArcPad com
p
ass
81
APPENDIX B
CORS Adjustment and The New C4G Network
The Geocentric Coordinate System is a right-handed, orthogonal Cartesian system with its origin at the
center of the earth. The direct Helmert transformation from latitude (
), longitude ( ), and ellipsoid
height (h) is:
cos cosXh
( 1 )
cos sinYh
( 2 )
2sinZeh
. (Helmert, 1880) ( 3 )
where:
a = semi-major axis of the ellipsoid,
b = semi-minor axis of the ellipsoid,
e = first eccentricity where:
2
2eff
exactly, ( 4 )
f = flattening where:
ab
fa
, and ( 5 )
esecond eccentricity where:
22 2
22
(1 )
ab e
ebe
.
The inverse transformation for
is performed iteratively with an initial estimate, 1
t:
2
1
teZ
, ( 6 )
1
122 2
1
sin
()
Zt
X
YZt
, ( 7 )
2
11 1
sin
n
te
, ( 8 )
and 1n
t is substituted into the above equation until the solution converges, usually in 3-4 iterations.
82
22
sin Y
X
Y
when
X
Y
, ( 9 )
22
cos X
X
Y
when
X
Y
, ( 10 )
22 2
()hXYZt
, ( 11 )
22
a
esin
, and ( 12 )
2sinte
. ( 13 )
A non-iterative inverse solution exists for ellipsoid heights within 100 km of the surface of the ellipsoid,
but computational accuracy for
degrades at greater heights.
3
23
b
sin
tan acos
Z
u
p
eu
, ( 14 )
where:
22
p
XY
, and ( 15 )
a
tan
b
Z
up
. (Bowring, 1976) ( 16 )
Further developments for non-iterative solutions with higher accuracies at greater heights include:
(Gonzalez-Vega & Polo-Blanko, 2009), (Turner, 2009), (Kotsakis, 2008), (Featherstone & Claessens,
2006), (Vermeille, 2002 & 2003), (Fukushima, 1999), and (Borkowski, 1987).
The mathematical model used to compute the relationship between two different datums may be
expressed as the Bursa-Wolf Seven Parameter transformation:
1
2
3
1
10.
1
iiii
fXX U U
fY Y VsV
fZ Z W W
( 17 )
where, “i” denotes any point common to both the systems. The three angles (ω,ψ,ε) correspond to the
small Euler type rotations Z, Y, and X axes respectively - taken positive in the counter clockwise mode,
when viewed from the end of the respective axes (at the “initial” point) towards the origin. It may be
worthwhile to mention here that the station coordinates in both the systems (Ui,Vi,Wi and Xi, Yi, Zi) are
treated as observations in the above model.
83
The above equation written in matrix notation can then be modified into the following observation
equation:
BV + AX + W = 0, ( 18 )
where:
11111 1
2222 2 2
3333 3 3
i
f
ff f f f
XYZUVW
f
fff f f
B
X
YZUVW
f
ff f f f
X
YZUVW
100 1 0 0
010 0 1 0,
001 0 0 1
11111 1
22222 2
33333 3
i
f
ff f f f
X
YZUVW
fffff f
A
X
YZUVW
fffff f
X
YZUVW
10 0 0
010 0 ,
00 1 0 I
UVW
VU W
WUV
,
i
XU
WYV
ZW
while V and X represent the residuals to the observations and corrections to the parameter estimated,
respectively. Hence, collecting all the matrices as above, point-wise in the systems, the observation
equation becomes:
84
100 1 0 0
010 0 1 0
001 0 0 1
X
Y
Z
U
V
Wi
V
V
V
V
V
V
+
10 0 0
010 0
00 1 0 i
UVW
VU W
WUV
X
Y
Z
s
+ 0
i
XU
YV
ZW
( 19 )
Defining the geodetic reference systems on the assumption that the Laplace condition has been enforced
throughout the network (which implies that the axes of the reference ellipsoid are parallel to the
conventional earth-fixed axes), many experiments have been made in recent times to determine the
seven transformation parameters in relating the different geodetic systems to each other using an
observation equation of the above type.
However, in the above general transformation, if the geodetic reference systems are properly oriented
through the Laplace condition, the three rotations arising due to the improper relative orientation of the
systems are generally never more than a few seconds of arc, while translations may amount up to 200 to
700 meters when transforming between a classical datum and a modern inertial satellite datum. Also,
due to the presence of high correlations between the rotations, the scale factor and the translations,
satisfactory independent estimates for these parameters are difficult to obtain from a combined general
solution using equation (19).
THE INDEPENDENT DETERMINATIONS OF ROTATION AND SCALE PARAMETERS
Determination of Rotations
Mathematical Model
The mathematical model used is as follows:
(1) ( 2) (1) (1) (1) (1)
(1) (2 ) (1) (1)
sin tan cos tan 0
cos sin 0
ik ik ik ik ik ik
ik ik ik ik
TT T T
TT
( 20 )
where, Tik and δik are defined as the geodetic hour angle and declination of the (i - k)th direction of the
observed point at kth station and the observer at ith station. The indexes (1) and (2) denote the two
systems with the transformation proceeding from system #1 to system #2.
If Aik, Bik, Cik are taken to denote the direction cosines of the (i - k)th line of length Rik, then for the first
(UVW) system one gets:
85
,
,
,
ki ik
ik
ik ik
ki ik
ik
ik ik
ki ik
ik
ik ik
UU U
ARR
VV V
BRR
WW W
CRR
( 21 )
and
22
arctan ,
arctan .
ik
ik
ik
ik
ik
ik ik
B
TA
C
A
B
( 22 )
In the above relations (18) through (20) the elements of translation do not enter the picture. A similar set
of relations as per (19) and (20) can be established for the second (XYZ) system.
Observation Equations
The mathematical model (18) then, for each (i - k)th line, yields the following generalized form of
observation equations:
(1)(1) (1)(1) (1) (2)
(1) (1) (1) ( 2 )
1010 1 sin tan cos tan 0
0101 0cos sin
Tik ik ik ik ik ik
ik ik ik ik
ik
VTT TT
VTT
( 23 )
Using the conventional weight matrix P for the coordinates of points included in the
transformation, and the principle of least squares by making V’PV as minimum, the equation (23) is
then solved for correction vector (, ,)
and for the variance-covariance matrix
of the three
parameters.
Weights
Using the variance-covariance matrices ΣX and ΣU in respect of ith and kth points for the XYZ
and UVW systems, the variance-covariance matrices ΣTδ for the two systems of coordinates can be
computed through the propagation of errors. Two distinct cases would arise here. Firstly, when in
addition to correlation between X,Y,Z – coordinates of any point, the correlation between the
coordinates of one point to others is also considered. In such a case, the necessary relation will be:
1
(1)
2,2 '
ik
T
ik k
UU
GG
UU
( 24 )
86
Where:
(1)(1)(1)(1)(1)(1)
11 1
(1)(1)(1)(1)(1)(1)
11 1
,
ik ik ik ik ik ik
kk k
ik ik ik ik ik ik
kk k
TTTTTT
UVWUVW
G
UVWUVW
and
22
1
22
1
1
2(1) 2 2
1
2(1) 2 2
1
22
1
,
,
0,
,
,
ik ik ik
Kikik
ik ik ik
Kikik
ik ik
K
ik ik ik ik
Kik ik ik
ik ik ik ik
Kik ik ik
ik ik
ik ik
k
TT V
UU UV
TT U
VV UV
TT
WW
TUW
UU
R
UV
TVW
VV
R
UV
UV
WW R
2(1)
2(1) 2 2 2
,
.
ik
ik ik ik ik
RUVW
Secondly, ignoring the correlations between the coordinates of different points within a system, equation
(24) can be modified as under:
1
(1)
2,2
0'
0
T
k
U
GG
U
( 25 )
In the equations (24) and (25), ΣUi and ΣUk correspond to ith and kth point of the first system and can be
either full (3×3) matrices with covariances between the three components of a point, or may contain
variances for (U, V, W) in a diagonal form only. However, in the case of covariances (ΣUik) between the
points being included, the matrix in equation (24) would be a full (6×6).
Obtaining similarly (2),
T
the combined variance-covariance matrix, to be used with equation (23), is
given by:
(2)
4,4
(1)
0
0
T
T
P
( 26 )
87
It may be noted here that the matrix P is always in 2×2 banded diagonal form.
Determination of Scale Factor
Mathematical Model
The scale factor between the systems #1 and #2 would be given as follows:
(2)
(1) 1
ik
ik
ik
R
sR
( 27 )
where:
(2) 2 2 2
(1) 2 2 2 .
ik ik ik ik
ik ik ik ik
RXYZ
RUVW
Weights
Using the variance-covariance matrices ΣX and ΣU for the coordinates of th
T
iand th
T
kpoints in the two
systems included in the transformation a variance 2
s
is established for the scale factor through error
propagation. Two cases similar to equations (24) and (25) would arise according to the case when full
variance-covariance matrix between different points within the system is considered or not.
The matrix G for the scale factor determination is:
11 1 11 1
,
kk k kk k
ssssssssssss
GUVWUVWX YZX YZ
where:
88
2
3
1
2
3
1
2
3
1
(1) (2 )
(1) (2 )
(1) ( 2)
,
,
,
,
,
ik ik
ik
ik
ik ik
ikik
ik ik
ik
ik
ik
i k ik ik
ik
i k ik ik
ik
i k ik ik
UR
ss
UU R
VR
ss
VV R
WR
ss
WW R
X
ss
XXRR
Y
ss
YYRR
Z
ss
ZZRR
.
Hence,
1
2
1
12 12
0
'
0
ik
ik
ik k
s
ik
ik k
UU
UU
GG
XX
XX
( 28 )
Where the full (12×12) matrix would become a (3×3) banded diagonal matrix in case ΣUik and ΣXik are
zero, i.e., covariances are not considered. The complete (12×12) matrix would assume a diagonal pattern
when only variances are used for station coordinates.
Using the value of ik
sand 2
ik
s
from equations (27) and (28), the value for the weighted mean and its
variance for the transformation under investigation is established as given below:
ik ik
ik
ws
sw
( 29 )
2
2
1
ik
ik ik k
s
ik
ws s
wn
( 30 )
where:
ik
w2
1
ik
s
and
ik
wdenotes the sum of all such weights.
n = Total number of scale factor values used in the sample.
89
INPUT DATA FOR LOUISIANA:
NAD 83(CORS96) Geodetic coordinates for CORS Antenna Reference Point (ARP) [GRS80 ellipsoid]
___________________________________________________________________________________
SITE EPOCH Latitude Longitude Ellip. Ht.
meters
______________________________________________________________
1LSU 2002.00 30 24 26.70936 N 91 10 48.91529 W -5.179
1NSU 2002.00 31 45 2.86182 N 93 5 51.34331 W 29.345
1ULM 2002.00 32 31 44.50133 N 92 4 33.23460 W 17.282
BVHS 2002.00 29 20 12.48967 N 89 24 23.01085 W -14.217
COVG 2002.00 30 28 33.26965 N 90 5 43.92326 W -4.561
DSTR 2002.00 29 57 52.39573 N 90 22 56.00715 W -18.567
GRIS 2002.00 29 15 55.88303 N 89 57 26.26266 W -15.601
HAMM 2002.00 30 30 47.05159 N 90 28 3.42873 W 7.266
HOUM 2002.00 29 35 32.10988 N 90 43 24.98886 W -11.315
LESV 2002.00 31 8 32.87752 N 93 16 8.24336 W 76.965
LMCN 2002.00 29 15 17.90440 N 90 39 40.65331 W -14.694
LSUA 2002.00 31 10 43.57792 N 92 24 44.33576 W 6.030
LWES 2002.00 29 54 1.29547 N 90 20 57.83389 W -15.720
MCNE 2002.00 30 10 50.02272 N 93 13 3.84352 W -8.712
NOLA 2002.00 29 56 3.73286 N 90 7 12.64688 W -0.110
OAKH 2002.00 30 48 55.80618 N 92 39 25.10353 W 21.539
SHRV 2002.00 32 25 39.65172 N 93 42 16.66420 W 38.006
SIHS 2002.00 31 50 36.15836 N 91 39 19.56144 W 7.064
TALL 2002.00 32 24 1.19684 N 91 10 58.81220 W 7.418
90
NAD 83(2011) Geod. CORS Pos. Ant. Ref. Point (ARP) [GRS80 Ellip.] ________________________________________________________
SITE EPOCH Latitude Longitude Ellip. Ht.
meters
_______________________________________________________________
1LSU 2010.00 30 24 26.70946 N 91 10 48.91474 W -5.211
1NSU 2010.00 31 45 2.86222 N 93 5 51.34294 W 29.340
1ULM 2010.00 32 31 44.50137 N 92 4 33.23408 W 17.264
BVHS 2010.00 29 20 12.48974 N 89 24 23.01021 W -14.248
COVG 2010.00 30 28 33.26972 N 90 5 43.92269 W -4.563
DSTR 2010.00 29 57 52.39568 N 90 22 56.00655 W -18.580
GRIS 2010.00 29 15 55.88300 N 89 57 26.26226 W -15.632
HAMM 2010.00 30 30 47.05150 N 90 28 3.42841 W 7.264
HOUM 2010.00 29 35 32.10964 N 90 43 24.98847 W -11.333
LESV 2010.00 31 8 32.87762 N 93 16 8.24289 W 76.975
LMCN 2010.00 29 15 17.90427 N 90 39 40.65211 W -14.743
LSUA 2010.00 31 10 43.57804 N 92 24 44.33510 W 6.026
LWES 2010.00 29 54 1.29535 N 90 20 57.83368 W -15.710
MCNE 2010.00 30 10 50.02264 N 93 13 3.84329 W -8.700
NOLA 2010.00 29 56 3.73272 N 90 7 12.64630 W -0.116
OAKH 2010.00 30 48 55.80614 N 92 39 25.10297 W 21.553
SHRV 2010.00 32 25 39.65182 N 93 42 16.66366 W 38.004
SIHS 2010.00 31 50 36.15835 N 91 39 19.56088 W 7.068
TALL 2010.00 32 24 1.19646 N 91 10 58.81156 W 7.410
91
Bursa-Wolf/Moledensky Seven-Parameter Datum Shifts
Copyright (c) by Clifford J. Mugnier, 1982-2012
Project Title: From GULFNet to C4GNet
from Datum1: NAD83(CORS96) geodetic -packed dms
to Datum2: NAD83(2011) geodetic -packed dms
Number of Points: 19 determine transform
Bursa-Wolf Model
7-Parameter Transformation -- Rotate/Translate/Scale
Constrained Solutions for: Nothing
Covariance Input is: Variances Only
Multiplying Factor for 1st System Variances = 1.00
Geocentric Coordinates for NAD83(CORS96)/ NAD83(2011) Systems
Station Designation
1LSU U V W = -113402.186 -5504362.839 3209404.379
X Y Z = -113402.171 -5504362.811 3209404.365
1NSU U V W = -293348.821 -5420743.803 3336980.984
X Y Z = -293348.811 -5420743.793 3336980.991
1ULM U V W = -194981.387 -5379223.398 3410046.986
X Y Z = -194981.373 -5379223.383 3410046.977
BVHS U V W = 57650.866 -5564333.008 3106491.038
X Y Z = 57650.883 -5564332.980 3106491.024
COVG U V W = -9173.433 -5501676.859 3215950.683
X Y Z = -9173.418 -5501676.856 3215950.683
DSTR U V W = -36892.110 -5530081.058 3166961.046
X Y Z = -36892.094 -5530081.048 3166961.039
GRIS U V W = 4150.421 -5568495.489 3099600.509
X Y Z = 4150.432 -5568495.462 3099600.493
HAMM U V W = -44884.481 -5499420.934 3219506.601
X Y Z = -44884.472 -5499420.933 3219506.597
HOUM U V W = -70099.910 -5550263.858 3131145.118
X Y Z = -70099.899 -5550263.846 3131145.103
LESV U V W = -311568.833 -5455014.482 3279462.408
X Y Z = -311568.821 -5455014.490 3279462.416
LMCN U V W = -64275.284 -5568698.434 3098580.830
X Y Z = -64275.251 -5568698.394 3098580.802
92
Geocentric Coordinates for NAD83(CORS96)/ NAD83(2011) Systems
Station Designation
LSUA U V W = -229887.780 -5456921.291 3282870.248
X Y Z = -229887.762 -5456921.286 3282870.249
LWES U V W = -33745.477 -5533654.434 3160795.617
X Y Z = -33745.472 -5533654.444 3160795.619
MCNE U V W = -309740.331 -5509514.007 3187687.921
X Y Z = -309740.326 -5509514.019 3187687.925
NOLA U V W = -11603.305 -5531878.357 3164071.105
X Y Z = -11603.289 -5531878.354 3164071.098
OAKH U V W = -254149.244 -5476622.601 3248354.319
X Y Z = -254149.230 -5476622.614 3248354.325
SHRV U V W = -348186.712 -5377548.138 3400576.993
X Y Z = -348186.697 -5377548.135 3400576.995
SIHS U V W = -156670.832 -5420983.794 3345694.401
X Y Z = -156670.817 -5420983.798 3345694.403
TALL U V W = -111289.495 -5389259.492 3398000.311
X Y Z = -111289.479 -5389259.492 3398000.297
93
Variance-Covariance Matrix for NAD83(CORS96) / NAD83(2011) Systems
1LSU U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
1NSU U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
1ULM U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
BVHS U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
COVG U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
DSTR U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
GRIS U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
HAMM U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
HOUM U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
LESV U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
LMCN U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
LSUA U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
LWES U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
MCNE U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
NOLA U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
OAKH U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
SHRV U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
SIHS U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
TALL U V W = 1.000000E-02 1.000000E-02 1.000000E-02
X Y Z = 1.000000E-02 1.000000E-02 1.000000E-02
94
NAD83(CORS96) -to- NAD83(2011) Title: From GULFNet to C4GNet
Bursa-Wolf Model
Solution for 3 Translation, 1 Scale and 3 Rotation Parameters
(Using Variances Only)
DX DY DZ Scale-1 Omega_z Psi_y Epsilon_x
Meters Meters Meters (x10^6) Seconds Seconds Seconds
-0.36 0.12 0.08 0.01 -0.01 -0.01 0.00
Stddev:±0.16 ±0.11 ±0.15 ±0.01 ±0.00 ±0.00 ±0.01
Variance - Covariance Matrix
0.246E-01 0.816E-02 0.145E-01 0.235E-10 0.328E-08 0.202E-08 -0.262E-08
0.816E-02 0.117E-01 0.810E-02 0.966E-09 0.106E-08 0.685E-09 -0.203E-08
0.145E-01 0.810E-02 0.215E-01 -0.570E-09 0.193E-08 0.125E-08 -0.355E-08
0.235E-10 0.966E-09 -0.570E-09 0.176E-15 0.668E-29 0.436E-29 -0.113E-28
0.328E-08 0.106E-08 0.193E-08 0.926E-29 0.484E-15 0.193E-15 -0.347E-15
0.202E-08 0.685E-09 0.125E-08 0.608E-29 0.193E-15 0.297E-15 -0.220E-15
-0.262E-08 -0.203E-08 -0.355E-08 -0.197E-28 -0.347E-15 -0.220E-15 0.642E-15
Coefficients of Correlation
0.100E+01 0.481E+00 0.633E+00 0.113E-01 0.952E+00 0.748E+00 -0.659E+00
0.481E+00 0.100E+01 0.510E+00 0.672E+00 0.444E+00 0.367E+00 -0.740E+00
0.633E+00 0.510E+00 0.100E+01 -0.293E+00 0.599E+00 0.493E+00 -0.956E+00
0.113E-01 0.672E+00 -0.293E+00 0.100E+01 0.229E-13 0.190E-13 -0.337E-13
0.952E+00 0.444E+00 0.599E+00 0.229E-13 0.100E+01 0.509E+00 -0.623E+00
0.748E+00 0.367E+00 0.493E+00 0.190E-13 0.509E+00 0.100E+01 -0.503E+00
-0.659E+00 -0.740E+00 -0.956E+00 -0.337E-13 -0.623E+00 -0.503E+00 0.100E+01
Note: Axes point towards Mean Greenwich (X), East (Y) and the CIO (Z).
The Rotations are about Z, Y and X Axes, respectively.
95
Geocentric Residuals V (Meters)
V1 = NAD83(CORS96) V2 = NAD83(2011) V1 - V2
DX DY DZ
1LSU 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.02 -0.01
1NSU 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.01 0.01
1ULM 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.01 -0.01
BVHS 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.01 0.00
COVG 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 0.01
DSTR 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00
GRIS 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.01 0.00
HAMM 0.0 0.0 0.0 0.0 0.0 0.0 -0.01 -0.01 0.00
HOUM 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 -0.01
LESV 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 0.01
LMCN 0.0 0.0 0.0 0.0 0.0 0.0 0.02 0.03 -0.02
LSUA 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00
LWES 0.0 0.0 0.0 0.0 0.0 0.0 -0.01 -0.02 0.01
MCNE 0.0 0.0 0.0 0.0 0.0 0.0 -0.01 -0.01 0.00
NOLA 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 0.00
OAKH 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 0.01
SHRV 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.01 0.00
SIHS 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 0.00
TALL 0.0 0.0 0.0 0.0 0.0 0.0 0.00 -0.01 -0.01
96
Geodetic Residuals V (Arc Seconds & Meters)
V1 = NAD83(CORS96) V1 - V2
V2 = NAD83(2011) DLAT DLON DHT
1LSU 0.000 0.000 -0.01
0.000 0.000 0.01 0.000 0.000 -0.02
1NSU 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 -0.01
1ULM 0.000 0.000 -0.01
0.000 0.000 0.01 0.000 0.000 -0.02
BVHS 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 -0.01
COVG 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.01
DSTR 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.00
GRIS 0.000 0.000 -0.01
0.000 0.000 0.01 0.000 0.000 -0.01
HAMM 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.01
HOUM 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.00
LESV 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.01
LMCN 0.000 0.000 -0.02
0.000 0.000 0.02 0.000 0.001 -0.03
LSUA 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.00
LWES 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.03
MCNE 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.01
NOLA 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.01
OAKH 0.000 0.000 0.01
0.000 0.000 -0.01 0.000 0.000 0.02
SHRV 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 -0.01
SIHS 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.01
TALL 0.000 0.000 0.00
0.000 0.000 0.00 0.000 0.000 0.00
97
Geodetic Residuals V (Meters)
V1 = NAD83(CORS96 V1 - V2
V2 = NAD83(2011) DLAT DLON DHT
1LSU 0.00 0.00 -0.01
0.00 0.00 0.01 0.00 0.00 -0.02
1NSU 0.01 0.00 0.00
-0.01 0.00 0.00 0.01 0.00 -0.01
1ULM 0.00 0.00 -0.01
0.00 0.00 0.01 0.00 0.00 -0.02
BVHS 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.00 -0.01
COVG 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 0.00 0.01
DSTR 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
GRIS 0.00 0.00 -0.01
0.00 0.00 0.01 0.00 0.00 -0.01
HAMM 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 -0.01 0.01
HOUM 0.00 0.00 0.00
0.00 0.00 0.00 -0.01 0.00 0.00
LESV 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.01
LMCN 0.00 0.01 -0.02
0.00 -0.01 0.02 0.00 0.02 -0.03
LSUA 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00
LWES 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 -0.01 0.03
MCNE 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 -0.01 0.01
NOLA 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 0.00 0.01
OAKH 0.00 0.00 0.01
0.00 0.00 -0.01 0.00 0.00 0.02
SHRV 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 -0.01
SIHS 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.01
TALL -0.01 0.00 0.00
0.01 0.00 0.00 -0.01 0.00 0.00
Normal Termination
99
APPENDIX C
Control Survey Listing MVRM Test Site - LSU
Test Site at LSU
Date & Time 5/6/2014 – 2/21/2014
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 38
MVRM Control – Test Site at LSU
100
Figure 39
MVRM control – test site profile 10 X vertical
Table 11
Deviation of measurements at test site
Point ID Northing Easting Elevation H Prc V Prc RMS
6201 586918.631 3527416.402 16.089 0.090 0.109 0.019
6202 586440.141 3532355.492 15.969 0.051 0.066 0.017
62001 586918.815 3527416.413 16.103 0.054 0.066 0.007
62002 586917.675 3527427.891 16.114 0.054 0.065 0.007
62003 586916.642 3527439.077 16.115 0.055 0.066 0.007
62004 586915.449 3527450.787 16.172 0.055 0.067 0.007
‐0.10
‐0.08
‐0.06
‐0.04
‐0.02
0.00
0.02
0.04
0.06
0.08
0.10
0 5 10 15 20 25 30 35
Test SiteDeviationfromMean
Units=U.S.Foot
Diff1‐Avg Diff2‐Avg Diff3‐Avg Diff4‐Avg Diff5‐Avg
Diff6a‐Avg Diff6b‐Avg Diff62‐Avg Diff63‐Avg Diff64‐Avg
101
62005 586914.516 3527461.487 16.146 0.072 0.088 0.009
62006 586913.380 3527471.911 16.177 0.063 0.077 0.008
62007 586912.425 3527482.637 16.159 0.064 0.078 0.008
62008 586911.286 3527493.334 16.174 0.073 0.089 0.009
62009 586910.278 3527504.503 16.131 0.057 0.069 0.007
62010 586909.346 3527515.681 16.163 0.065 0.080 0.008
62011 586908.173 3527526.947 16.167 0.065 0.079 0.008
62012 586906.852 3527538.521 16.202 0.057 0.069 0.007
62013 586905.801 3527550.284 16.183 0.075 0.092 0.009
62014 586904.484 3527562.021 16.194 0.067 0.081 0.008
62015 586903.396 3527574.359 16.215 0.058 0.070 0.007
62016 586902.297 3527586.074 16.181 0.141 0.084 0.007
62017 586901.210 3527598.436 16.206 0.156 0.093 0.008
62018 586899.849 3527610.809 16.183 0.153 0.091 0.008
62019 586898.733 3527622.720 16.172 0.169 0.101 0.009
62020 586897.522 3527634.943 16.160 0.173 0.103 0.009
62021 586896.412 3527646.780 16.152 0.230 0.137 0.012
62022 586895.313 3527658.719 16.214 0.158 0.094 0.008
62023 586894.089 3527670.699 16.194 0.082 0.100 0.010
62024 586892.795 3527682.959 16.194 0.097 0.119 0.012
62025 586891.565 3527695.154 16.159 0.094 0.115 0.012
62026 586890.466 3527707.609 16.140 0.088 0.107 0.011
62027 586889.213 3527719.701 16.146 0.090 0.110 0.011
62028 586888.067 3527732.200 16.161 0.104 0.128 0.013
62029 586886.728 3527745.969 16.162 0.074 0.102 0.011
62030 586885.489 3527758.457 16.191 0.076 0.105 0.011
62031 586884.376 3527771.027 16.180 0.072 0.099 0.011
62032 586883.311 3527783.608 16.180 0.077 0.094 0.010
62033 586882.116 3527796.111 16.191 0.085 0.104 0.011
62034 586880.849 3527808.804 16.181 0.100 0.122 0.012
62035 586879.581 3527821.673 16.232 0.094 0.115 0.012
62036 586878.738 3527831.707 16.277 0.101 0.124 0.013
62037 586877.315 3527844.634 16.199 0.068 0.084 0.008
62038 586875.952 3527857.884 16.206 0.081 0.099 0.010
62039 586874.628 3527870.680 16.257 0.070 0.086 0.009
62040 586873.497 3527883.447 16.238 0.078 0.096 0.010
62041 586872.341 3527896.081 16.186 0.061 0.074 0.008
102
62042 586871.168 3527908.481 16.234 0.061 0.075 0.008
62043 586870.141 3527921.225 16.204 0.062 0.076 0.008
62044 586868.766 3527933.803 16.281 0.082 0.102 0.009
62045 586867.609 3527946.836 16.243 0.071 0.087 0.009
62046 586866.246 3527959.390 16.225 0.080 0.098 0.010
62047 586864.847 3527972.316 16.196 0.080 0.098 0.010
62048 586863.705 3527985.280 16.179 0.062 0.076 0.008
62049 586862.463 3527998.146 16.217 0.063 0.077 0.008
62050 586861.170 3528010.575 16.198 0.072 0.088 0.009
62051 586859.894 3528023.473 16.201 0.079 0.096 0.010
62052 586858.749 3528036.298 16.218 0.079 0.097 0.010
62053 586857.402 3528049.481 16.212 0.080 0.098 0.010
62054 586856.067 3528062.255 16.198 0.071 0.087 0.009
62055 586854.922 3528074.669 16.213 0.063 0.077 0.008
62056 586853.858 3528087.101 16.212 0.067 0.079 0.006
62057 586852.500 3528099.591 16.232 0.092 0.100 0.009
62058 586851.263 3528112.320 16.200 0.164 0.098 0.008
62059 586850.312 3528125.394 16.233 0.178 0.106 0.009
62060 586849.069 3528135.487 16.229 0.143 0.085 0.007
62061 586848.018 3528146.389 16.174 0.139 0.085 0.008
62062 586846.871 3528157.155 16.150 0.194 0.116 0.010
62063 586845.846 3528169.692 16.148 0.160 0.096 0.008
62064 586844.398 3528182.627 16.147 0.117 0.070 0.006
62065 586843.181 3528195.755 16.144 0.087 0.095 0.009
62066 586841.885 3528208.503 16.136 0.088 0.096 0.009
62067 586840.605 3528221.463 16.192 0.087 0.107 0.011
62068 586839.202 3528234.341 16.172 0.078 0.095 0.010
62069 586838.016 3528247.277 16.167 0.085 0.104 0.011
62070 586836.750 3528260.420 16.192 0.076 0.093 0.010
62071 586835.480 3528273.310 16.156 0.088 0.108 0.011
62072 586834.116 3528286.459 16.170 0.091 0.112 0.011
62073 586832.976 3528299.648 16.155 0.069 0.084 0.009
62074 586831.859 3528312.839 16.185 0.113 0.070 0.006
62075 586830.854 3528322.795 16.195 0.140 0.086 0.008
62076 586829.940 3528332.777 16.162 0.128 0.078 0.007
62077 586828.687 3528345.786 16.234 0.135 0.083 0.008
103
62078 586827.534 3528358.727 16.254 0.180 0.111 0.010
62079 586826.300 3528371.815 16.181 0.068 0.084 0.009
62080 586825.062 3528384.734 16.164 0.077 0.094 0.010
62081 586823.777 3528397.777 16.194 0.109 0.067 0.006
62082 586822.471 3528410.673 16.200 0.077 0.094 0.010
62083 586821.250 3528423.889 16.219 0.068 0.083 0.008
62084 586820.224 3528437.028 16.296 0.134 0.083 0.008
62085 586818.800 3528449.951 16.351 0.144 0.089 0.008
62086 586817.316 3528462.845 16.295 0.151 0.093 0.009
62087 586816.298 3528475.970 16.378 0.177 0.109 0.010
62088 586815.103 3528488.894 16.448 0.144 0.089 0.008
62089 586813.963 3528501.206 16.510 0.086 0.105 0.011
62090 586812.490 3528514.305 16.597 0.077 0.095 0.010
62091 586811.504 3528524.324 16.593 0.086 0.105 0.011
62092 586810.552 3528534.473 16.649 0.068 0.084 0.009
62093 586809.513 3528544.741 16.739 0.086 0.106 0.011
62094 586807.800 3528561.119 16.865 0.165 0.100 0.009
62095 586806.730 3528571.223 16.917 0.133 0.081 0.007
62096 586805.758 3528581.562 17.041 0.184 0.111 0.010
62097 586804.950 3528591.676 17.145 0.192 0.116 0.010
62098 586804.001 3528601.904 17.262 0.198 0.120 0.010
62099 586802.972 3528612.391 17.355 0.183 0.113 0.011
62100 586802.035 3528622.564 17.468 0.082 0.100 0.010
62101 586800.959 3528632.822 17.601 0.073 0.090 0.009
62102 586800.026 3528642.952 17.696 0.097 0.120 0.012
62103 586799.004 3528653.537 17.879 0.100 0.123 0.013
62104 586797.590 3528667.867 18.045 0.091 0.112 0.011
62105 586796.599 3528678.396 18.170 0.092 0.113 0.012
62106 586795.526 3528689.267 18.348 0.068 0.095 0.010
62107 586794.479 3528699.673 18.468 0.068 0.084 0.009
62108 586793.372 3528710.379 18.657 0.102 0.112 0.010
62109 586792.293 3528721.378 18.840 0.108 0.118 0.011
62110 586791.339 3528732.190 18.990 0.102 0.113 0.010
62111 586790.349 3528743.146 19.157 0.089 0.098 0.009
62112 586789.244 3528753.597 19.349 0.090 0.099 0.009
62113 586788.281 3528764.074 19.554 0.096 0.118 0.012
62114 586787.231 3528774.400 19.781 0.082 0.101 0.010
104
62115 586786.045 3528784.694 19.990 0.088 0.108 0.011
62116 586785.131 3528795.194 20.160 0.094 0.116 0.012
62117 586784.029 3528805.576 20.341 0.107 0.149 0.016
62118 586782.595 3528819.048 20.609 0.243 0.152 0.014
62119 586781.524 3528829.445 20.782 0.226 0.142 0.013
62120 586780.638 3528839.599 21.039 0.261 0.164 0.015
62121 586779.663 3528849.612 21.224 0.291 0.183 0.017
62122 586778.473 3528862.742 21.507 0.284 0.178 0.017
62123 586777.553 3528872.976 21.710 0.128 0.157 0.016
62124 586776.509 3528883.184 21.879 0.147 0.181 0.019
62125 586775.524 3528893.459 22.022 0.142 0.175 0.018
62126 586774.568 3528903.692 22.237 0.133 0.164 0.017
62127 586773.521 3528914.012 22.432 0.154 0.189 0.019
62128 586772.652 3528924.009 22.616 0.135 0.167 0.017
62129 586771.616 3528934.170 22.791 0.138 0.170 0.017
62130 586770.583 3528944.499 22.962 0.140 0.173 0.018
62131 586769.645 3528954.653 23.093 0.144 0.178 0.018
62132 586768.480 3528967.786 23.322 0.145 0.179 0.018
62133 586767.346 3528981.015 23.553 0.157 0.194 0.020
62134 586766.324 3528991.111 23.691 0.101 0.142 0.015
62135 586765.453 3529001.315 23.845 0.085 0.119 0.013
62136 586764.360 3529014.599 23.993 0.070 0.098 0.010
62137 586763.359 3529024.787 24.154 0.075 0.105 0.011
62138 586762.217 3529034.905 24.302 0.084 0.118 0.013
62139 586760.997 3529047.468 24.502 0.071 0.092 0.008
62140 586759.809 3529057.577 24.618 0.076 0.098 0.009
62141 586758.712 3529067.863 24.719 0.079 0.103 0.009
62142 586757.913 3529078.043 24.863 0.103 0.134 0.012
62143 586756.925 3529088.450 24.994 0.109 0.121 0.011
62144 586755.897 3529099.010 25.184 0.117 0.129 0.012
62145 586754.923 3529109.255 25.325 0.087 0.107 0.011
62146 586753.857 3529119.766 25.460 0.091 0.113 0.012
62147 586752.830 3529130.179 25.602 0.082 0.101 0.010
62148 586751.761 3529140.990 25.730 0.074 0.092 0.009
62149 586750.801 3529151.716 25.826 0.073 0.090 0.009
62150 586749.778 3529162.380 25.977 0.082 0.115 0.012
105
62151 586748.623 3529172.693 26.083 0.066 0.093 0.010
62152 586747.564 3529183.130 26.182 0.073 0.103 0.011
62153 586746.623 3529193.148 26.275 0.059 0.083 0.009
62154 586745.646 3529203.192 26.453 0.066 0.093 0.010
62155 586744.677 3529213.533 26.510 0.066 0.093 0.010
62156 586743.764 3529223.898 26.644 0.059 0.082 0.009
62157 586742.579 3529234.142 26.677 0.058 0.082 0.009
62158 586741.570 3529244.156 26.767 0.065 0.080 0.008
62159 586740.415 3529254.496 26.890 0.076 0.094 0.010
62160 586739.462 3529264.594 26.955 0.070 0.087 0.009
62161 586738.361 3529274.851 27.018 0.077 0.095 0.010
62162 586737.251 3529285.558 27.106 0.081 0.100 0.010
62163 586736.220 3529295.946 27.162 0.080 0.098 0.010
62164 586735.050 3529306.254 27.202 0.073 0.103 0.011
62165 586733.931 3529319.545 27.313 0.060 0.085 0.009
62166 586732.534 3529332.958 27.419 0.065 0.092 0.010
62167 586731.649 3529342.928 27.439 0.075 0.092 0.010
62168 586730.767 3529353.053 27.489 0.067 0.083 0.009
62169 586729.736 3529363.120 27.576 0.075 0.092 0.010
62170 586728.788 3529373.384 27.610 0.088 0.109 0.011
62171 586728.099 3529383.805 27.681 0.082 0.101 0.010
62172 586726.861 3529394.152 27.750 0.093 0.115 0.012
62173 586725.930 3529404.858 27.763 0.077 0.095 0.010
62174 586725.029 3529415.204 27.827 0.075 0.106 0.011
62175 586724.029 3529425.694 27.829 0.068 0.095 0.010
62176 586722.970 3529436.290 27.887 0.086 0.122 0.013
62177 586722.022 3529446.992 27.957 0.099 0.139 0.015
62178 586720.882 3529457.628 27.997 0.074 0.105 0.011
62179 586719.758 3529468.234 28.020 0.082 0.116 0.012
62180 586718.829 3529479.246 28.100 0.083 0.118 0.013
62181 586717.568 3529489.810 28.138 0.079 0.111 0.012
62182 586716.571 3529500.227 28.151 0.074 0.105 0.011
62183 586715.835 3529510.646 28.198 0.078 0.110 0.012
62184 586714.623 3529521.356 28.268 0.071 0.100 0.011
62185 586713.650 3529531.914 28.224 0.081 0.114 0.012
62186 586712.520 3529542.446 28.255 0.070 0.099 0.011
62187 586711.658 3529553.256 28.291 0.076 0.108 0.011
106
62188 586710.750 3529563.792 28.236 0.077 0.102 0.009
62189 586709.741 3529574.340 28.226 0.085 0.112 0.010
62190 586708.375 3529587.976 28.259 0.066 0.087 0.008
62191 586707.289 3529598.317 28.293 0.073 0.096 0.009
62192 586706.381 3529608.790 28.317 0.083 0.110 0.010
62193 586705.201 3529619.182 28.357 0.071 0.101 0.011
62194 586704.233 3529629.290 28.380 0.071 0.101 0.011
62195 586703.158 3529639.528 28.299 0.058 0.082 0.009
62196 586701.876 3529652.401 28.297 0.057 0.080 0.009
62197 586700.843 3529662.429 28.243 0.064 0.091 0.010
62198 586699.624 3529672.762 28.247 0.064 0.091 0.010
62199 586698.655 3529683.096 28.183 0.064 0.091 0.010
62200 586697.727 3529693.302 28.176 0.071 0.101 0.011
62201 586696.299 3529709.803 28.095 0.072 0.101 0.011
62202 586695.162 3529722.678 28.109 0.072 0.102 0.011
62203 586693.805 3529735.552 28.041 0.064 0.079 0.008
62204 586692.520 3529748.662 28.016 0.081 0.100 0.010
62205 586691.551 3529758.863 27.996 0.082 0.101 0.010
62206 586690.448 3529769.187 27.922 0.073 0.090 0.009
62207 586689.391 3529779.398 27.891 0.065 0.080 0.008
62208 586687.814 3529796.064 27.776 0.071 0.101 0.011
62209 586686.809 3529806.026 27.806 0.064 0.091 0.010
62210 586685.854 3529816.236 27.742 0.071 0.101 0.011
62211 586684.910 3529826.668 27.646 0.079 0.104 0.009
62212 586684.029 3529837.523 27.660 0.070 0.093 0.008
62213 586682.838 3529848.695 27.535 0.063 0.089 0.009
62214 586681.798 3529859.906 27.486 0.070 0.100 0.011
62215 586680.866 3529870.607 27.406 0.056 0.079 0.008
62216 586679.734 3529881.710 27.403 0.071 0.100 0.011
62217 586678.796 3529892.387 27.288 0.063 0.090 0.010
62218 586677.801 3529902.857 27.227 0.063 0.090 0.010
62219 586676.470 3529917.304 27.065 0.056 0.080 0.008
62220 586675.397 3529927.718 26.993 0.071 0.100 0.011
62221 586674.459 3529938.138 26.941 0.059 0.079 0.007
62222 586672.858 3529951.992 26.843 0.063 0.090 0.010
62223 586671.848 3529962.323 26.785 0.071 0.100 0.011
107
62224 586670.817 3529972.582 26.654 0.067 0.075 0.007
62225 586669.622 3529983.111 26.616 0.058 0.082 0.009
62226 586668.643 3529993.663 26.500 0.056 0.079 0.008
62227 586667.185 3530007.891 26.301 0.077 0.103 0.009
62228 586666.274 3530018.373 26.257 0.060 0.079 0.007
62229 586665.373 3530028.819 26.069 0.079 0.105 0.009
62230 586664.404 3530039.119 25.988 0.061 0.081 0.007
62231 586663.564 3530049.881 25.842 0.062 0.082 0.007
62232 586662.555 3530060.521 25.806 0.082 0.092 0.008
62233 586661.586 3530071.286 25.608 0.072 0.089 0.009
62234 586660.576 3530081.719 25.501 0.063 0.090 0.010
62235 586659.373 3530092.440 25.324 0.056 0.080 0.008
62236 586658.206 3530103.345 25.215 0.080 0.098 0.010
62237 586657.091 3530114.442 25.048 0.080 0.099 0.010
62238 586655.973 3530125.337 24.934 0.072 0.089 0.009
62239 586654.876 3530136.668 24.754 0.081 0.100 0.010
62240 586653.743 3530147.566 24.606 0.073 0.090 0.009
62241 586652.815 3530158.398 24.495 0.065 0.080 0.008
62242 586651.854 3530169.506 24.301 0.073 0.091 0.009
62243 586650.847 3530180.287 24.170 0.065 0.080 0.008
62244 586649.778 3530190.936 23.962 0.065 0.081 0.008
62245 586648.870 3530201.595 23.871 0.082 0.102 0.011
62246 586647.846 3530212.027 23.734 0.083 0.102 0.011
62247 586646.863 3530222.385 23.582 0.074 0.092 0.010
62248 586645.747 3530232.624 23.410 0.074 0.092 0.010
62249 586644.749 3530242.984 23.230 0.057 0.080 0.009
62250 586643.474 3530255.332 23.076 0.079 0.100 0.011
62251 586642.503 3530265.562 22.915 0.071 0.090 0.010
62252 586641.596 3530276.117 22.741 0.080 0.101 0.011
62253 586640.480 3530286.403 22.544 0.133 0.089 0.009
62254 586639.619 3530296.664 22.385 0.121 0.081 0.008
62255 586638.551 3530307.119 22.211 0.108 0.072 0.007
62256 586637.501 3530317.518 21.995 0.112 0.075 0.007
62257 586636.490 3530327.896 21.819 0.115 0.077 0.008
62258 586635.469 3530338.188 21.633 0.074 0.092 0.010
62259 586634.470 3530348.454 21.412 0.068 0.097 0.010
62260 586633.698 3530358.618 21.223 0.066 0.081 0.009
108
62261 586632.122 3530372.657 20.935 0.082 0.101 0.011
62262 586631.097 3530383.008 20.721 0.073 0.090 0.009
62263 586629.922 3530396.939 20.520 0.065 0.080 0.008
62264 586628.768 3530407.359 20.274 0.065 0.080 0.008
62265 586627.692 3530417.841 20.044 0.064 0.091 0.010
62266 586626.846 3530428.119 19.886 0.071 0.101 0.011
62267 586625.738 3530438.704 19.703 0.078 0.105 0.009
62268 586624.531 3530449.029 19.535 0.069 0.077 0.007
62269 586623.553 3530459.576 19.304 0.080 0.107 0.009
62270 586622.609 3530470.209 19.098 0.062 0.083 0.007
62271 586621.506 3530480.498 18.954 0.062 0.084 0.007
62272 586620.507 3530490.940 18.822 0.094 0.106 0.009
62273 586619.546 3530500.915 18.625 0.064 0.078 0.008
62274 586618.667 3530510.913 18.483 0.081 0.100 0.010
62275 586617.683 3530521.036 18.343 0.073 0.090 0.009
62276 586616.727 3530531.704 18.157 0.065 0.080 0.008
62277 586615.861 3530541.835 17.964 0.065 0.080 0.008
62278 586614.873 3530551.974 17.859 0.071 0.101 0.011
62279 586613.917 3530562.228 17.750 0.071 0.101 0.011
62280 586612.746 3530572.649 17.623 0.057 0.081 0.009
62281 586611.790 3530582.958 17.466 0.071 0.101 0.011
62282 586610.773 3530593.230 17.330 0.064 0.091 0.010
62283 586609.677 3530604.176 17.189 0.071 0.101 0.011
62284 586608.715 3530614.949 17.070 0.057 0.081 0.009
62285 586607.680 3530625.398 16.964 0.057 0.081 0.009
62286 586606.671 3530635.889 16.869 0.073 0.089 0.009
62287 586605.621 3530646.378 16.847 0.065 0.080 0.008
62288 586604.227 3530660.522 16.709 0.069 0.078 0.007
62289 586603.147 3530671.042 16.609 0.093 0.105 0.009
62290 586602.047 3530681.688 16.482 0.094 0.106 0.009
62291 586601.036 3530692.412 16.426 0.095 0.107 0.009
62292 586599.462 3530706.400 16.361 0.072 0.097 0.008
62293 586598.610 3530716.521 16.305 0.094 0.106 0.009
62294 586597.898 3530727.205 16.294 0.081 0.100 0.011
62295 586596.736 3530737.829 16.229 0.073 0.090 0.009
62296 586595.848 3530748.614 16.209 0.082 0.101 0.011
109
62297 586594.768 3530759.422 16.226 0.065 0.080 0.008
62298 586593.549 3530769.942 16.174 0.082 0.101 0.011
62299 586592.447 3530780.516 16.164 0.066 0.081 0.009
62300 586591.528 3530791.095 16.163 0.128 0.088 0.009
62301 586590.408 3530801.924 16.118 0.117 0.080 0.008
62302 586589.551 3530812.935 16.103 0.121 0.083 0.008
62303 586588.261 3530824.157 16.109 0.108 0.074 0.007
62304 586587.151 3530835.153 16.091 0.111 0.076 0.008
62305 586585.851 3530846.229 16.129 0.130 0.089 0.009
62306 586584.890 3530857.079 16.130 0.119 0.079 0.007
62307 586583.853 3530867.889 16.093 0.084 0.095 0.008
62308 586583.165 3530878.452 16.118 0.105 0.070 0.006
62309 586582.108 3530889.221 16.082 0.086 0.097 0.008
62310 586581.082 3530899.953 16.070 0.075 0.085 0.007
62311 586579.861 3530910.577 16.087 0.063 0.085 0.007
62312 586578.902 3530921.618 16.096 0.057 0.081 0.009
62313 586577.834 3530932.695 16.112 0.071 0.101 0.011
62314 586576.610 3530943.741 16.117 0.057 0.081 0.009
62315 586575.356 3530954.547 16.107 0.072 0.102 0.011
62316 586574.267 3530965.678 16.097 0.065 0.092 0.010
62317 586573.485 3530976.571 16.186 0.082 0.101 0.011
62318 586572.464 3530987.326 16.154 0.113 0.078 0.008
62319 586571.579 3530998.256 16.184 0.118 0.081 0.008
62320 586570.654 3531009.423 16.194 0.105 0.073 0.007
62321 586569.680 3531020.556 16.162 0.124 0.086 0.009
62322 586568.567 3531031.648 16.176 0.127 0.088 0.009
62323 586567.628 3531042.545 16.159 0.114 0.078 0.008
62324 586566.410 3531053.474 16.144 0.147 0.102 0.010
62325 586565.202 3531064.298 16.167 0.149 0.103 0.010
62326 586564.267 3531075.074 16.184 0.135 0.093 0.009
62327 586563.356 3531085.701 16.160 0.121 0.083 0.008
62328 586562.188 3531096.341 16.127 0.138 0.095 0.010
62329 586561.152 3531107.100 16.203 0.123 0.085 0.009
62330 586560.128 3531117.551 16.116 0.075 0.094 0.010
62331 586558.999 3531128.194 16.161 0.129 0.089 0.009
62332 586558.054 3531138.928 16.082 0.124 0.083 0.007
62333 586557.073 3531149.675 16.095 0.110 0.074 0.006
110
62334 586555.968 3531160.570 16.077 0.152 0.102 0.009
62335 586554.725 3531171.184 16.064 0.118 0.079 0.007
62336 586553.651 3531182.145 16.026 0.159 0.107 0.009
62337 586552.470 3531192.823 16.052 0.098 0.112 0.010
62338 586551.413 3531203.799 16.060 0.072 0.102 0.011
62339 586550.243 3531214.857 16.052 0.065 0.092 0.010
62340 586549.144 3531225.900 16.104 0.057 0.081 0.009
62341 586547.954 3531236.831 16.090 0.072 0.102 0.011
62342 586546.956 3531248.067 16.089 0.072 0.102 0.011
62343 586546.036 3531259.228 16.085 0.072 0.102 0.011
62344 586544.933 3531270.276 16.102 0.058 0.082 0.009
62345 586543.773 3531281.595 16.081 0.066 0.093 0.010
62346 586542.730 3531292.803 16.082 0.060 0.081 0.007
62347 586541.677 3531304.436 16.133 0.079 0.108 0.009
62348 586540.449 3531315.836 16.115 0.080 0.109 0.009
62349 586539.528 3531327.436 16.103 0.072 0.097 0.008
62350 586538.476 3531338.823 16.145 0.082 0.111 0.010
62351 586537.454 3531349.791 16.129 0.064 0.086 0.007
62352 586536.549 3531360.977 16.122 0.073 0.104 0.011
62353 586535.369 3531371.900 16.162 0.073 0.104 0.011
62354 586534.314 3531383.139 16.141 0.081 0.102 0.011
62355 586533.137 3531394.272 16.162 0.073 0.092 0.010
62356 586532.056 3531405.515 16.146 0.082 0.103 0.011
62357 586530.832 3531417.009 16.146 0.113 0.079 0.008
62358 586529.713 3531428.593 16.116 0.117 0.082 0.008
62359 586528.735 3531439.856 16.141 0.105 0.073 0.007
62360 586527.633 3531451.261 16.133 0.123 0.086 0.009
62361 586526.480 3531462.591 16.124 0.126 0.088 0.009
62362 586525.457 3531473.928 16.134 0.128 0.090 0.009
62363 586524.321 3531485.170 16.101 0.087 0.106 0.011
62364 586523.318 3531496.384 16.104 0.087 0.106 0.011
62365 586522.203 3531507.703 16.072 0.070 0.086 0.009
62366 586521.010 3531518.845 16.052 0.074 0.084 0.007
62367 586519.661 3531530.072 16.081 0.075 0.085 0.007
62368 586518.688 3531540.907 16.075 0.081 0.110 0.010
62369 586517.672 3531551.627 16.081 0.083 0.095 0.008
111
62370 586516.522 3531562.588 16.104 0.086 0.098 0.008
62371 586515.530 3531573.055 16.067 0.075 0.086 0.007
62372 586514.643 3531583.564 16.088 0.087 0.099 0.009
62373 586513.386 3531594.225 16.105 0.077 0.088 0.008
62374 586512.474 3531605.483 16.057 0.078 0.088 0.008
62375 586511.397 3531616.179 16.022 0.075 0.102 0.009
62376 586510.503 3531626.627 16.001 0.085 0.116 0.010
62377 586509.497 3531637.333 16.056 0.067 0.091 0.008
62378 586508.474 3531647.697 16.066 0.076 0.093 0.010
62379 586507.372 3531658.483 16.027 0.099 0.070 0.007
62380 586506.282 3531669.121 16.050 0.133 0.094 0.010
62381 586505.463 3531680.128 16.046 0.060 0.085 0.009
62382 586504.560 3531690.811 16.055 0.060 0.085 0.009
62383 586503.614 3531701.572 16.073 0.060 0.085 0.009
62384 586502.485 3531712.564 16.050 0.082 0.104 0.011
62385 586501.434 3531723.747 16.043 0.127 0.090 0.009
62386 586500.338 3531734.884 16.048 0.131 0.093 0.009
62387 586499.375 3531745.914 16.055 0.134 0.095 0.010
62388 586498.228 3531756.893 16.110 0.137 0.097 0.010
62389 586496.946 3531768.022 16.071 0.140 0.099 0.010
62390 586495.907 3531778.928 16.043 0.127 0.090 0.009
62391 586494.890 3531789.789 16.074 0.129 0.092 0.009
62392 586493.589 3531801.295 16.017 0.116 0.082 0.008
62393 586492.691 3531812.590 16.029 0.148 0.105 0.011
62394 586491.559 3531824.126 16.072 0.134 0.095 0.010
62395 586490.579 3531834.895 16.093 0.150 0.107 0.011
62396 586489.525 3531845.548 16.081 0.151 0.108 0.011
62397 586488.452 3531856.131 16.069 0.083 0.105 0.011
62398 586487.533 3531866.918 16.084 0.067 0.085 0.009
62399 586486.017 3531881.213 16.073 0.139 0.097 0.008
62400 586484.980 3531892.119 16.085 0.090 0.117 0.010
62401 586483.969 3531903.046 16.129 0.107 0.139 0.012
62402 586482.917 3531913.725 16.109 0.151 0.105 0.009
62403 586481.895 3531924.583 16.127 0.138 0.096 0.008
62404 586480.822 3531935.350 16.095 0.162 0.113 0.010
62405 586479.276 3531949.833 16.123 0.132 0.094 0.010
62406 586477.812 3531964.680 16.142 0.130 0.093 0.010
112
62407 586476.410 3531979.456 16.087 0.145 0.104 0.011
62408 586475.387 3531990.455 16.113 0.146 0.105 0.011
62409 586474.334 3532001.226 16.118 0.076 0.092 0.010
62410 586473.335 3532012.261 16.145 0.072 0.088 0.010
62411 586472.156 3532023.490 16.123 0.089 0.109 0.012
62412 586471.072 3532034.602 16.058 0.089 0.109 0.012
62413 586469.955 3532045.876 16.086 0.082 0.100 0.011
62414 586468.986 3532057.157 16.039 0.068 0.096 0.010
62415 586467.951 3532068.158 16.034 0.068 0.096 0.010
62416 586466.664 3532079.072 16.050 0.061 0.086 0.009
62417 586465.484 3532092.051 16.047 0.067 0.084 0.009
62418 586464.107 3532104.481 16.083 0.112 0.080 0.008
62419 586463.207 3532114.446 16.120 0.131 0.094 0.010
62420 586462.169 3532125.619 16.076 0.120 0.087 0.009
62421 586461.220 3532136.969 16.101 0.080 0.097 0.011
62422 586459.886 3532149.497 16.069 0.116 0.084 0.009
62423 586458.591 3532162.483 16.052 0.105 0.076 0.008
62424 586457.445 3532175.782 16.065 0.068 0.085 0.009
62425 586456.449 3532185.882 16.102 0.128 0.093 0.010
62426 586455.314 3532196.595 16.077 0.084 0.106 0.011
62427 586454.315 3532207.335 16.055 0.075 0.106 0.011
62428 586453.135 3532218.110 16.058 0.068 0.083 0.009
62429 586452.024 3532229.205 16.087 0.086 0.104 0.011
62430 586450.930 3532240.276 16.108 0.086 0.105 0.011
62431 586449.779 3532251.196 16.086 0.078 0.095 0.010
62432 586448.832 3532262.215 16.074 0.087 0.106 0.011
62433 586447.769 3532273.540 16.055 0.079 0.096 0.010
62434 586446.665 3532284.708 16.072 0.061 0.085 0.009
62435 586445.553 3532295.795 16.085 0.061 0.085 0.009
62436 586444.612 3532306.681 16.056 0.068 0.095 0.010
62437 586443.519 3532317.771 16.047 0.075 0.106 0.011
62438 586442.475 3532328.729 16.024 0.075 0.106 0.011
62439 586441.477 3532339.346 16.043 0.068 0.096 0.010
62440 586440.378 3532349.608 16.048 0.061 0.085 0.009
62441 586439.088 3532360.903 16.001 0.061 0.086 0.009
113
APPENDIX D
Control Survey Listing MVRM Calibration Site - Dist. 02
East bound I-10 bridge at Lake Pontchartrain
Date & Time 5/18/2014 7:05 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 40
MVRM Control – 02 East bound I-10 bridge at Lake Pontchartrain
114
Figure 41
MVRM Control – 02 Profile 10 X vertical
115
Point ID Northing Easting Elevation H Prc V Prc RMS
0201 574331.44 3575259.24 26.11 0.06 0.06 0.01
0202 570965.92 3579658.05 18.25 0.05 0.06 0.01
02001 574331.62 3575259.10 26.09 0.13 0.15 0.02
02002 574325.03 3575267.27 26.02 0.12 0.14 0.02
02003 574317.92 3575276.89 25.89 0.13 0.15 0.02
02004 574310.53 3575286.25 25.73 0.12 0.14 0.02
02005 574302.88 3575296.44 25.57 0.11 0.13 0.02
02006 574295.07 3575306.69 25.38 0.12 0.14 0.02
02007 574287.05 3575317.22 25.27 0.13 0.15 0.02
02008 574279.20 3575327.27 25.07 0.13 0.15 0.02
02009 574272.77 3575335.43 24.94 0.11 0.13 0.02
02010 574266.21 3575343.79 24.84 0.12 0.14 0.02
02011 574258.75 3575354.43 24.63 0.12 0.14 0.02
02012 574250.87 3575364.84 24.44 0.12 0.14 0.02
02013 574244.65 3575372.79 24.34 0.12 0.13 0.02
02014 574236.47 3575383.31 24.16 0.12 0.13 0.02
02015 574228.32 3575393.92 24.03 0.12 0.14 0.02
02016 574222.03 3575402.09 23.80 0.12 0.14 0.02
02017 574215.92 3575410.45 23.68 0.12 0.13 0.02
02018 574209.28 3575418.89 23.53 0.13 0.15 0.02
02019 574203.11 3575427.25 23.38 0.13 0.15 0.02
02020 574196.58 3575435.42 23.22 0.12 0.14 0.02
02021 574190.17 3575443.91 23.09 0.13 0.15 0.02
02022 574184.16 3575451.94 22.97 0.13 0.15 0.02
02023 574175.59 3575463.28 22.77 0.13 0.15 0.02
02024 574168.87 3575471.97 22.63 0.13 0.14 0.02
02025 574162.22 3575480.42 22.51 0.13 0.15 0.02
02026 574154.72 3575490.21 22.41 0.12 0.14 0.02
02027 574147.90 3575498.86 22.17 0.12 0.14 0.02
02028 574140.78 3575508.07 22.03 0.12 0.14 0.02
02029 574134.38 3575516.21 21.87 0.13 0.14 0.02
02030 574127.33 3575525.33 21.71 0.12 0.14 0.02
02031 574120.84 3575533.83 21.58 0.13 0.15 0.02
02032 574112.84 3575544.30 21.42 0.12 0.14 0.02
02033 574106.51 3575552.51 21.28 0.13 0.15 0.02
02034 574100.10 3575561.27 21.11 0.12 0.14 0.02
116
02035 574093.67 3575569.69 21.00 0.13 0.15 0.02
02036 574087.14 3575578.45 20.83 0.12 0.14 0.02
02037 574080.19 3575587.09 20.71 0.12 0.14 0.02
02038 574073.38 3575595.64 20.52 0.12 0.14 0.02
02039 574064.12 3575607.55 20.34 0.13 0.15 0.02
02040 574056.77 3575616.89 20.15 0.13 0.15 0.02
02041 574050.09 3575625.86 19.98 0.12 0.14 0.02
02042 574043.12 3575634.89 19.81 0.12 0.14 0.02
02043 574033.60 3575647.35 19.67 0.12 0.14 0.02
02044 574026.29 3575656.79 19.54 0.13 0.15 0.02
02045 574019.28 3575665.66 19.48 0.16 0.16 0.02
02046 574012.34 3575674.79 19.35 0.13 0.16 0.02
02047 574005.75 3575683.55 19.23 0.13 0.15 0.02
02048 573998.74 3575692.66 19.09 0.13 0.15 0.02
02049 573991.93 3575701.77 19.02 0.13 0.15 0.02
02050 573985.22 3575710.74 18.93 0.13 0.16 0.02
02051 573978.60 3575719.39 18.83 0.13 0.16 0.02
02052 573971.77 3575728.28 18.78 0.12 0.14 0.02
02053 573965.36 3575736.55 18.73 0.13 0.15 0.02
02054 573958.30 3575745.68 18.67 0.14 0.16 0.02
02055 573951.24 3575755.08 18.60 0.14 0.16 0.02
02056 573944.37 3575764.45 18.60 0.13 0.16 0.02
02057 573937.31 3575773.58 18.54 0.13 0.15 0.02
02058 573930.44 3575782.59 18.47 0.14 0.16 0.02
02059 573922.87 3575792.17 18.45 0.13 0.15 0.02
02060 573916.30 3575801.25 18.43 0.13 0.15 0.02
02061 573909.17 3575810.39 18.41 0.14 0.16 0.02
02062 573902.17 3575819.38 18.39 0.14 0.16 0.02
02063 573895.35 3575828.47 18.35 0.13 0.15 0.02
02064 573888.28 3575837.64 18.36 0.13 0.15 0.02
02065 573881.28 3575847.03 18.34 0.13 0.15 0.02
02066 573874.22 3575856.21 18.32 0.13 0.16 0.02
02067 573866.98 3575865.43 18.31 0.13 0.15 0.02
02068 573859.85 3575874.74 18.33 0.13 0.15 0.02
02069 573852.70 3575883.96 18.32 0.14 0.16 0.02
02070 573845.46 3575893.35 18.32 0.14 0.16 0.02
117
02071 573838.43 3575902.76 18.31 0.13 0.15 0.02
02072 573831.33 3575912.31 18.30 0.13 0.15 0.02
02073 573824.23 3575921.42 18.31 0.13 0.15 0.02
02074 573817.10 3575930.62 18.31 0.12 0.14 0.02
02075 573810.28 3575939.70 18.33 0.14 0.16 0.02
02076 573803.17 3575949.17 18.29 0.14 0.16 0.02
02077 573795.57 3575958.80 18.30 0.14 0.16 0.02
02078 573788.09 3575968.43 18.32 0.12 0.14 0.02
02079 573780.71 3575977.87 18.29 0.14 0.16 0.02
02080 573773.51 3575987.54 18.31 0.13 0.15 0.02
02081 573766.34 3575997.02 18.32 0.12 0.15 0.02
02082 573759.12 3576006.38 18.33 0.14 0.16 0.02
02083 573751.93 3576015.68 18.32 0.12 0.14 0.02
02084 573742.47 3576028.20 18.36 0.14 0.16 0.02
02085 573733.11 3576040.41 18.33 0.14 0.16 0.02
02086 573723.84 3576052.55 18.31 0.13 0.15 0.02
02087 573716.81 3576061.78 18.36 0.14 0.16 0.02
02088 573709.64 3576071.44 18.36 0.12 0.14 0.02
02089 573702.68 3576079.97 18.38 0.14 0.16 0.02
02090 573695.37 3576089.44 18.39 0.13 0.16 0.02
02091 573687.88 3576099.18 18.40 0.12 0.14 0.02
02092 573680.23 3576109.23 18.39 0.13 0.16 0.02
02093 573670.43 3576122.16 18.37 0.13 0.15 0.02
02094 573663.14 3576131.78 18.36 0.13 0.15 0.02
02095 573656.16 3576141.28 18.40 0.13 0.15 0.02
02096 573649.01 3576150.62 18.41 0.12 0.14 0.02
02097 573641.58 3576160.44 18.38 0.12 0.14 0.02
02098 573634.18 3576170.01 18.36 0.12 0.14 0.02
02099 573626.50 3576179.85 18.36 0.12 0.14 0.01
02100 573619.19 3576189.27 18.37 0.13 0.16 0.01
02101 573611.72 3576198.59 18.36 0.14 0.17 0.02
02102 573603.48 3576209.29 18.36 0.13 0.16 0.01
02103 573596.50 3576218.62 18.33 0.13 0.16 0.01
02104 573589.48 3576227.76 18.37 0.13 0.15 0.01
02105 573582.13 3576237.17 18.38 0.13 0.15 0.01
02106 573575.46 3576246.44 18.37 0.14 0.16 0.01
02107 573568.57 3576255.56 18.38 0.13 0.15 0.01
118
02108 573561.45 3576264.96 18.36 0.13 0.15 0.01
02109 573554.38 3576273.85 18.39 0.14 0.16 0.01
02110 573547.42 3576282.74 18.38 0.14 0.16 0.01
02111 573540.48 3576291.77 18.41 0.13 0.15 0.01
02112 573534.00 3576300.58 18.41 0.14 0.17 0.01
02113 573527.03 3576309.75 18.38 0.14 0.17 0.01
02114 573520.13 3576318.99 18.39 0.14 0.17 0.01
02115 573512.94 3576328.57 18.40 0.15 0.18 0.02
02116 573505.80 3576337.90 18.39 0.15 0.18 0.02
02117 573498.56 3576347.14 18.42 0.14 0.17 0.01
02118 573491.30 3576356.61 18.42 0.16 0.24 0.01
02119 573482.19 3576368.61 18.44 0.13 0.16 0.01
02120 573475.24 3576377.98 18.40 0.14 0.17 0.02
02121 573468.31 3576387.10 18.43 0.14 0.17 0.02
02122 573458.79 3576399.39 18.40 0.14 0.17 0.02
02123 573448.70 3576411.97 18.40 0.14 0.17 0.02
02124 573441.66 3576421.38 18.43 0.14 0.17 0.02
02125 573434.45 3576431.00 18.39 0.13 0.16 0.01
02126 573427.22 3576440.48 18.35 0.12 0.14 0.01
02127 573419.79 3576449.94 18.39 0.12 0.14 0.01
02128 573412.41 3576459.70 18.41 0.14 0.17 0.02
02129 573404.99 3576469.33 18.38 0.13 0.16 0.01
02130 573397.67 3576478.86 18.42 0.14 0.17 0.02
02131 573390.42 3576488.32 18.42 0.14 0.16 0.01
02132 573382.86 3576497.54 18.37 0.13 0.15 0.01
02133 573375.64 3576507.22 18.43 0.15 0.17 0.02
02134 573368.32 3576517.04 18.42 0.14 0.16 0.01
02135 573360.82 3576526.70 18.43 0.13 0.15 0.01
02136 573353.65 3576536.67 18.37 0.13 0.15 0.01
02137 573346.39 3576546.13 18.42 0.15 0.18 0.02
02138 573339.35 3576555.53 18.43 0.14 0.16 0.01
02139 573332.18 3576565.34 18.41 0.14 0.16 0.01
02140 573324.78 3576574.64 18.41 0.14 0.17 0.01
02141 573317.50 3576584.16 18.44 0.14 0.16 0.01
02142 573310.04 3576593.44 18.44 0.15 0.18 0.02
02143 573302.86 3576602.81 18.40 0.14 0.16 0.01
119
02144 573295.79 3576612.25 18.38 0.15 0.17 0.02
02145 573288.57 3576621.64 18.40 0.13 0.15 0.01
02146 573281.19 3576631.05 18.37 0.15 0.18 0.02
02147 573274.09 3576640.30 18.37 0.15 0.18 0.02
02148 573266.92 3576649.39 18.37 0.15 0.18 0.02
02149 573260.03 3576658.82 18.39 0.13 0.15 0.01
02150 573253.25 3576667.91 18.43 0.13 0.15 0.01
02151 573245.95 3576677.33 18.39 0.14 0.17 0.01
02152 573238.81 3576687.07 18.37 0.13 0.15 0.01
02153 573231.54 3576696.38 18.37 0.13 0.15 0.01
02154 573224.27 3576706.05 18.38 0.14 0.16 0.01
02155 573217.04 3576715.39 18.43 0.14 0.16 0.01
02156 573209.77 3576724.78 18.36 0.15 0.18 0.02
02157 573202.68 3576734.08 18.39 0.15 0.18 0.02
02158 573195.74 3576743.24 18.38 0.14 0.17 0.01
02159 573188.97 3576752.20 18.38 0.14 0.17 0.01
02160 573181.92 3576761.36 18.37 0.14 0.17 0.01
02161 573174.33 3576770.62 18.40 0.15 0.18 0.02
02162 573166.92 3576780.29 18.39 0.14 0.16 0.01
02163 573159.68 3576789.89 18.38 0.13 0.15 0.01
02164 573152.23 3576799.35 18.41 0.13 0.15 0.01
02165 573144.83 3576808.97 18.40 0.15 0.18 0.02
02166 573137.26 3576818.73 18.41 0.15 0.18 0.02
02167 573129.77 3576828.69 18.35 0.15 0.18 0.02
02168 573122.43 3576838.15 18.42 0.15 0.18 0.02
02169 573115.10 3576847.90 18.37 0.15 0.18 0.02
02170 573107.74 3576856.96 18.41 0.14 0.17 0.01
02171 573100.54 3576866.36 18.35 0.15 0.18 0.02
02172 573093.25 3576876.07 18.40 0.15 0.18 0.02
02173 573085.95 3576885.42 18.41 0.15 0.18 0.02
02174 573078.54 3576895.01 18.38 0.15 0.17 0.02
02175 573071.38 3576904.38 18.40 0.14 0.16 0.01
02176 573064.17 3576913.74 18.35 0.14 0.16 0.01
02177 573057.52 3576922.09 18.38 0.13 0.15 0.01
02178 573050.02 3576932.56 18.35 0.13 0.16 0.01
02179 573043.66 3576941.21 18.37 0.14 0.17 0.02
02180 573037.28 3576949.87 18.35 0.13 0.15 0.01
120
02181 573030.64 3576958.42 18.39 0.12 0.14 0.01
02182 573023.99 3576967.25 18.34 0.12 0.14 0.01
02183 573017.05 3576976.06 18.36 0.13 0.15 0.01
02184 573010.15 3576985.38 18.35 0.12 0.14 0.01
02185 573003.32 3576994.55 18.35 0.13 0.15 0.01
02186 572996.32 3577003.81 18.33 0.12 0.14 0.01
02187 572989.09 3577012.80 18.38 0.14 0.16 0.01
02188 572981.96 3577022.18 18.39 0.13 0.15 0.01
02189 572975.09 3577031.42 18.38 0.12 0.14 0.01
02190 572967.94 3577040.55 18.37 0.14 0.16 0.01
02191 572960.41 3577050.05 18.36 0.14 0.16 0.01
02192 572953.32 3577059.41 18.36 0.13 0.16 0.01
02193 572946.31 3577068.62 18.38 0.14 0.17 0.02
02194 572939.41 3577077.59 18.37 0.14 0.16 0.01
02195 572932.52 3577086.53 18.35 0.13 0.15 0.01
02196 572925.30 3577095.94 18.33 0.14 0.17 0.02
02197 572918.44 3577105.21 18.38 0.12 0.14 0.01
02198 572911.75 3577114.16 18.33 0.12 0.14 0.01
02199 572905.05 3577123.12 18.36 0.14 0.17 0.02
02200 572898.31 3577131.78 18.33 0.12 0.14 0.01
02201 572891.52 3577141.06 18.34 0.14 0.17 0.02
02202 572884.96 3577150.10 18.34 0.13 0.16 0.01
02203 572878.22 3577159.01 18.37 0.15 0.17 0.02
02204 572871.54 3577167.57 18.34 0.14 0.16 0.01
02205 572864.76 3577176.37 18.38 0.15 0.17 0.02
02206 572857.98 3577185.19 18.36 0.15 0.17 0.02
02207 572851.08 3577194.02 18.34 0.15 0.17 0.02
02208 572843.98 3577203.10 18.32 0.13 0.15 0.01
02209 572837.01 3577212.02 18.34 0.13 0.15 0.01
02210 572830.18 3577220.98 18.33 0.14 0.16 0.01
02211 572823.31 3577229.79 18.31 0.12 0.15 0.01
02212 572816.68 3577238.55 18.27 0.12 0.15 0.01
02213 572810.00 3577247.51 18.31 0.13 0.15 0.01
02214 572803.27 3577256.02 18.24 0.14 0.16 0.01
02215 572796.36 3577265.08 18.27 0.14 0.16 0.01
02216 572789.47 3577273.97 18.25 0.14 0.16 0.01
121
02217 572782.25 3577283.13 18.32 0.14 0.16 0.01
02218 572774.80 3577292.62 18.28 0.14 0.16 0.01
02219 572767.64 3577301.88 18.27 0.15 0.17 0.02
02220 572760.50 3577311.01 18.30 0.15 0.17 0.02
02221 572753.14 3577320.35 18.24 0.14 0.16 0.01
02222 572746.38 3577329.59 18.27 0.12 0.14 0.01
02223 572739.17 3577339.06 18.28 0.12 0.15 0.01
02224 572732.81 3577347.42 18.28 0.12 0.14 0.01
02225 572726.40 3577356.12 18.32 0.14 0.17 0.02
02226 572719.82 3577364.79 18.32 0.13 0.15 0.01
02227 572713.51 3577373.02 18.29 0.13 0.15 0.01
02228 572707.14 3577381.48 18.27 0.13 0.15 0.01
02229 572700.52 3577390.09 18.27 0.15 0.17 0.02
02230 572693.86 3577398.93 18.25 0.15 0.17 0.02
02231 572687.63 3577407.29 18.29 0.12 0.15 0.01
02232 572680.97 3577415.73 18.31 0.12 0.15 0.01
02233 572674.44 3577425.03 18.27 0.12 0.14 0.01
02234 572667.71 3577433.97 18.29 0.13 0.15 0.01
02235 572660.60 3577443.09 18.27 0.12 0.14 0.01
02236 572653.66 3577452.27 18.27 0.12 0.15 0.01
02237 572646.87 3577461.23 18.28 0.12 0.15 0.01
02238 572640.30 3577470.04 18.26 0.14 0.16 0.01
02239 572633.43 3577478.70 18.26 0.13 0.15 0.01
02240 572626.58 3577487.33 18.31 0.14 0.16 0.01
02241 572619.64 3577496.31 18.32 0.15 0.17 0.02
02242 572612.62 3577505.41 18.32 0.13 0.15 0.01
02243 572605.90 3577514.20 18.29 0.13 0.15 0.01
02244 572599.22 3577522.71 18.27 0.15 0.18 0.02
02245 572592.26 3577531.14 18.27 0.13 0.15 0.01
02246 572585.83 3577539.51 18.30 0.13 0.15 0.01
02247 572579.17 3577548.23 18.25 0.13 0.15 0.01
02248 572572.52 3577557.20 18.25 0.15 0.18 0.02
02249 572565.30 3577566.47 18.22 0.15 0.18 0.02
02250 572558.18 3577575.71 18.21 0.13 0.15 0.01
02251 572551.22 3577584.53 18.23 0.14 0.17 0.02
02252 572543.96 3577593.57 18.24 0.13 0.15 0.01
02253 572534.49 3577605.63 18.22 0.14 0.17 0.02
122
02254 572527.32 3577614.77 18.23 0.14 0.17 0.02
02255 572520.50 3577624.01 18.25 0.13 0.15 0.01
02256 572511.38 3577635.94 18.24 0.13 0.15 0.01
02257 572504.81 3577644.79 18.27 0.14 0.16 0.01
02258 572497.83 3577653.97 18.28 0.13 0.15 0.01
02259 572490.95 3577663.50 18.25 0.14 0.16 0.01
02260 572483.87 3577673.04 18.29 0.15 0.17 0.02
02261 572476.66 3577682.63 18.25 0.15 0.18 0.02
02262 572469.77 3577691.83 18.26 0.14 0.16 0.01
02263 572462.63 3577700.93 18.27 0.15 0.17 0.02
02264 572455.61 3577710.04 18.27 0.13 0.15 0.01
02265 572448.74 3577718.82 18.30 0.13 0.15 0.01
02266 572442.19 3577727.41 18.30 0.13 0.15 0.01
02267 572435.74 3577735.69 18.27 0.15 0.17 0.02
02268 572427.99 3577745.88 18.27 0.14 0.16 0.01
02269 572420.65 3577755.07 18.24 0.15 0.17 0.02
02270 572414.30 3577763.20 18.24 0.15 0.17 0.02
02271 572407.95 3577771.83 18.22 0.13 0.15 0.01
02272 572401.45 3577780.56 18.26 0.13 0.15 0.01
02273 572394.71 3577789.09 18.25 0.15 0.17 0.02
02274 572387.76 3577797.73 18.28 0.14 0.16 0.01
02275 572380.83 3577806.88 18.23 0.15 0.17 0.02
02276 572374.05 3577815.77 18.23 0.13 0.15 0.01
02277 572367.32 3577824.91 18.23 0.15 0.17 0.02
02278 572360.36 3577833.96 18.27 0.15 0.17 0.02
02279 572353.41 3577843.37 18.24 0.14 0.16 0.01
02280 572346.72 3577852.37 18.25 0.13 0.15 0.01
02281 572339.75 3577861.86 18.23 0.14 0.16 0.01
02282 572332.75 3577871.14 18.19 0.14 0.17 0.02
02283 572325.80 3577880.55 18.23 0.13 0.15 0.01
02284 572318.91 3577889.76 18.25 0.13 0.15 0.01
02285 572312.14 3577898.35 18.22 0.13 0.15 0.01
02286 572305.60 3577907.25 18.24 0.15 0.17 0.02
02287 572298.44 3577916.23 18.25 0.12 0.14 0.01
02288 572291.56 3577925.43 18.27 0.14 0.16 0.02
02289 572284.42 3577934.65 18.25 0.12 0.14 0.01
123
02290 572277.32 3577943.94 18.28 0.14 0.16 0.02
02291 572270.26 3577953.05 18.26 0.14 0.16 0.01
02292 572262.86 3577962.43 18.20 0.14 0.16 0.02
02293 572255.73 3577972.05 18.23 0.13 0.15 0.01
02294 572248.56 3577981.50 18.24 0.13 0.15 0.01
02295 572241.34 3577990.60 18.23 0.12 0.14 0.01
02296 572234.25 3577999.63 18.27 0.14 0.17 0.02
02297 572227.14 3578008.60 18.24 0.13 0.15 0.01
02298 572220.25 3578017.69 18.21 0.13 0.15 0.01
02299 572213.44 3578026.62 18.23 0.14 0.16 0.02
02300 572206.59 3578035.69 18.25 0.13 0.15 0.01
02301 572199.63 3578044.60 18.24 0.13 0.15 0.01
02302 572192.41 3578053.95 18.25 0.12 0.14 0.01
02303 572185.79 3578062.82 18.26 0.11 0.13 0.01
02304 572179.63 3578070.95 18.21 0.10 0.12 0.01
02305 572172.95 3578079.59 18.22 0.11 0.13 0.01
02306 572165.88 3578088.47 18.24 0.12 0.14 0.01
02307 572158.88 3578097.30 18.21 0.12 0.14 0.01
02308 572152.19 3578106.19 18.25 0.12 0.14 0.01
02309 572145.40 3578114.98 18.23 0.10 0.11 0.01
02310 572138.63 3578123.82 18.25 0.12 0.14 0.01
02311 572131.82 3578132.86 18.25 0.10 0.12 0.01
02312 572125.29 3578141.69 18.26 0.10 0.12 0.01
02313 572115.79 3578153.67 18.22 0.11 0.13 0.01
02314 572108.58 3578162.83 18.23 0.10 0.11 0.01
02315 572101.34 3578172.07 18.24 0.11 0.13 0.01
02316 572094.18 3578181.26 18.22 0.12 0.14 0.01
02317 572087.10 3578190.29 18.23 0.11 0.13 0.01
02318 572080.10 3578200.19 18.24 0.10 0.11 0.01
02319 572072.95 3578210.40 18.21 0.11 0.12 0.01
02320 572065.47 3578220.16 18.24 0.12 0.13 0.01
02321 572058.39 3578229.67 18.26 0.11 0.12 0.01
02322 572050.99 3578239.15 18.25 0.12 0.14 0.01
02323 572044.04 3578248.35 18.27 0.10 0.12 0.01
02324 572036.96 3578257.48 18.28 0.11 0.13 0.01
02325 572029.81 3578267.04 18.32 0.10 0.12 0.01
02326 572022.56 3578276.93 18.27 0.12 0.13 0.01
124
02327 572015.28 3578286.46 18.26 0.11 0.12 0.01
02328 572008.03 3578296.17 18.27 0.11 0.12 0.01
02329 572000.79 3578305.30 18.27 0.11 0.13 0.01
02330 571993.44 3578314.74 18.26 0.11 0.13 0.01
02331 571985.93 3578324.35 18.30 0.11 0.13 0.01
02332 571978.62 3578333.73 18.31 0.12 0.14 0.01
02333 571971.36 3578343.16 18.31 0.12 0.14 0.01
02334 571964.32 3578352.75 18.29 0.10 0.12 0.01
02335 571957.23 3578362.17 18.29 0.12 0.14 0.01
02336 571949.63 3578371.84 18.26 0.12 0.14 0.01
02337 571942.14 3578381.52 18.25 0.12 0.14 0.01
02338 571934.74 3578391.11 18.28 0.12 0.14 0.01
02339 571927.34 3578400.32 18.26 0.12 0.14 0.01
02340 571920.12 3578409.73 18.32 0.12 0.14 0.01
02341 571912.96 3578419.28 18.30 0.11 0.13 0.01
02342 571905.76 3578428.62 18.27 0.11 0.12 0.01
02343 571898.59 3578437.73 18.31 0.11 0.12 0.01
02344 571891.74 3578446.60 18.31 0.13 0.15 0.01
02345 571884.73 3578456.10 18.32 0.12 0.13 0.01
02346 571878.00 3578465.16 18.34 0.13 0.15 0.01
02347 571870.85 3578474.43 18.31 0.12 0.13 0.01
02348 571861.45 3578486.75 18.33 0.11 0.13 0.01
02349 571851.92 3578499.12 18.34 0.11 0.13 0.01
02350 571844.79 3578508.55 18.34 0.14 0.16 0.01
02351 571837.75 3578517.89 18.36 0.11 0.13 0.01
02352 571830.50 3578527.17 18.33 0.11 0.13 0.01
02353 571823.54 3578536.00 18.29 0.13 0.15 0.01
02354 571816.59 3578545.34 18.28 0.13 0.15 0.01
02355 571809.18 3578554.77 18.31 0.12 0.13 0.01
02356 571801.85 3578564.15 18.28 0.11 0.13 0.01
02357 571794.62 3578573.58 18.28 0.12 0.13 0.01
02358 571787.55 3578582.81 18.33 0.12 0.14 0.01
02359 571779.97 3578592.09 18.31 0.12 0.14 0.01
02360 571772.56 3578601.85 18.36 0.13 0.15 0.01
02361 571765.51 3578611.66 18.36 0.13 0.15 0.01
02362 571758.62 3578621.35 18.39 0.12 0.14 0.01
125
02363 571751.51 3578630.77 18.40 0.12 0.13 0.01
02364 571744.33 3578640.50 18.38 0.12 0.14 0.01
02365 571736.99 3578650.11 18.34 0.13 0.15 0.01
02366 571729.51 3578659.84 18.36 0.13 0.15 0.01
02367 571722.04 3578669.29 18.34 0.13 0.15 0.01
02368 571715.97 3578677.29 18.30 0.11 0.13 0.01
02369 571705.84 3578690.98 18.29 0.13 0.15 0.01
02370 571696.87 3578702.43 18.30 0.12 0.14 0.01
02371 571687.88 3578714.19 18.29 0.12 0.13 0.01
02372 571678.96 3578725.76 18.34 0.13 0.15 0.01
02373 571669.73 3578738.01 18.33 0.13 0.14 0.01
02374 571662.56 3578747.44 18.36 0.13 0.15 0.01
02375 571655.43 3578756.62 18.31 0.15 0.17 0.02
02376 571646.03 3578768.78 18.32 0.14 0.16 0.02
02377 571639.05 3578777.98 18.32 0.14 0.16 0.02
02378 571632.21 3578787.12 18.27 0.14 0.16 0.02
02379 571625.33 3578796.31 18.30 0.13 0.15 0.01
02380 571618.28 3578805.69 18.29 0.13 0.15 0.01
02381 571611.11 3578815.14 18.30 0.13 0.15 0.01
02382 571604.00 3578824.35 18.32 0.15 0.17 0.02
02383 571597.23 3578833.55 18.34 0.15 0.17 0.02
02384 571589.95 3578842.94 18.31 0.14 0.15 0.01
02385 571582.90 3578852.24 18.33 0.12 0.14 0.01
02386 571575.76 3578861.33 18.34 0.15 0.17 0.02
02387 571568.60 3578870.52 18.31 0.14 0.16 0.02
02388 571561.36 3578879.80 18.36 0.15 0.17 0.02
02389 571554.37 3578889.31 18.37 0.14 0.16 0.01
02390 571547.33 3578898.29 18.35 0.12 0.14 0.01
02391 571540.35 3578907.43 18.32 0.12 0.14 0.01
02392 571533.29 3578916.36 18.37 0.13 0.15 0.01
02393 571525.98 3578925.50 18.40 0.14 0.21 0.01
02394 571519.66 3578934.11 18.27 0.15 0.23 0.01
02395 571512.92 3578942.91 18.31 0.18 0.27 0.01
02396 571506.07 3578951.78 18.30 0.17 0.26 0.01
02397 571498.96 3578960.93 18.27 0.20 0.30 0.01
02398 571491.98 3578969.92 18.38 0.18 0.27 0.01
02399 571485.10 3578978.98 18.40 0.14 0.16 0.02
126
02400 571478.17 3578988.08 18.39 0.13 0.15 0.01
02401 571470.95 3578997.66 18.39 0.15 0.16 0.02
02402 571463.83 3579007.02 18.35 0.15 0.17 0.02
02403 571456.61 3579016.35 18.40 0.15 0.17 0.02
02404 571449.21 3579025.63 18.37 0.13 0.14 0.01
02405 571442.32 3579034.82 18.38 0.12 0.14 0.01
02406 571435.13 3579043.92 18.40 0.12 0.14 0.01
02407 571427.82 3579053.17 18.37 0.14 0.16 0.02
02408 571420.31 3579063.00 18.36 0.13 0.15 0.01
02409 571413.34 3579072.46 18.35 0.13 0.15 0.01
02410 571406.18 3579081.89 18.38 0.14 0.16 0.02
02411 571400.29 3579090.18 18.33 0.14 0.16 0.02
02412 571392.16 3579100.52 18.34 0.13 0.14 0.01
02413 571385.96 3579108.65 18.36 0.14 0.15 0.02
02414 571379.68 3579117.19 18.32 0.12 0.13 0.01
02415 571370.67 3579128.66 18.31 0.12 0.13 0.01
02416 571361.86 3579140.33 18.39 0.13 0.14 0.01
02417 571352.70 3579152.32 18.34 0.14 0.15 0.02
02418 571345.77 3579161.39 18.32 0.14 0.16 0.02
02419 571338.80 3579170.30 18.33 0.13 0.15 0.01
02420 571331.97 3579178.76 18.31 0.13 0.15 0.01
02421 571325.33 3579187.45 18.35 0.13 0.15 0.01
02422 571318.96 3579195.85 18.38 0.14 0.16 0.02
02423 571312.44 3579204.78 18.35 0.13 0.15 0.01
02424 571305.45 3579213.95 18.36 0.14 0.16 0.02
02425 571298.47 3579223.27 18.36 0.14 0.15 0.02
02426 571291.30 3579232.60 18.32 0.12 0.13 0.01
02427 571283.88 3579242.12 18.37 0.14 0.16 0.02
02428 571276.52 3579251.81 18.34 0.14 0.16 0.02
02429 571268.89 3579261.36 18.37 0.12 0.13 0.01
02430 571261.75 3579270.89 18.37 0.14 0.16 0.02
02431 571254.53 3579280.37 18.32 0.12 0.13 0.01
02432 571247.46 3579289.48 18.35 0.14 0.15 0.02
02433 571240.50 3579298.60 18.35 0.13 0.14 0.01
02434 571233.22 3579308.13 18.35 0.12 0.13 0.01
02435 571225.95 3579317.53 18.34 0.11 0.13 0.01
127
02436 571218.52 3579327.07 18.36 0.13 0.15 0.01
02437 571211.43 3579336.25 18.32 0.12 0.14 0.01
02438 571204.21 3579345.71 18.36 0.12 0.14 0.01
02439 571196.75 3579355.58 18.36 0.13 0.15 0.01
02440 571189.47 3579365.36 18.38 0.13 0.15 0.01
02441 571182.06 3579374.87 18.42 0.11 0.13 0.01
02442 571174.47 3579384.73 18.42 0.13 0.16 0.01
02443 571167.54 3579394.03 18.49 0.12 0.15 0.01
02444 571160.47 3579403.41 18.45 0.11 0.16 0.01
02445 571153.58 3579412.61 18.43 0.12 0.17 0.01
02446 571146.79 3579421.48 18.38 0.12 0.18 0.01
02447 571140.09 3579430.11 18.40 0.16 0.24 0.01
02448 571133.51 3579438.79 18.40 0.13 0.14 0.01
02449 571126.59 3579447.66 18.39 0.14 0.15 0.01
02450 571119.33 3579456.86 18.37 0.13 0.14 0.01
02451 571110.12 3579468.80 18.35 0.13 0.14 0.01
02452 571103.05 3579478.06 18.36 0.12 0.13 0.01
02453 571096.10 3579487.29 18.39 0.13 0.14 0.01
02454 571089.16 3579496.32 18.37 0.12 0.13 0.01
02455 571082.32 3579505.52 18.40 0.11 0.12 0.01
02456 571075.20 3579514.70 18.42 0.12 0.13 0.01
02457 571068.53 3579523.30 18.35 0.11 0.12 0.01
02458 571061.97 3579531.71 18.37 0.13 0.14 0.01
02459 571055.37 3579540.35 18.37 0.13 0.14 0.01
02460 571049.05 3579548.77 18.37 0.13 0.14 0.01
02461 571042.22 3579557.22 18.37 0.11 0.12 0.01
02462 571035.25 3579566.23 18.39 0.12 0.13 0.01
02463 571028.71 3579574.87 18.32 0.13 0.14 0.01
02464 571021.95 3579583.14 18.37 0.13 0.14 0.01
02465 571015.60 3579591.31 18.43 0.11 0.12 0.01
02466 571007.41 3579601.59 18.36 0.11 0.12 0.01
02467 570999.72 3579611.27 18.37 0.11 0.12 0.01
02468 570992.46 3579620.87 18.34 0.13 0.14 0.01
02469 570985.27 3579630.58 18.35 0.12 0.13 0.01
02470 570978.71 3579639.15 18.37 0.11 0.12 0.01
02471 570972.27 3579649.14 18.37 0.12 0.13 0.01
02472 570965.81 3579658.33 18.37 0.11 0.12 0.01
129
APPENDIX E
Control Survey Listing MVRM Calibration Site - Dist. 03
East bound 1-10 bridge east of Henderson
Date & Time 3/23/2014 9:10 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 42
MVRM Control – 03 East bound 1-10 bridge east of Henderson
130
Figure 43
MVRM Control – 03 Profile 10 X vertical
131
Point ID Northing Easting Elevation H Prc V Prc RMS
0301 663806.334 3137622.421 57.128 0.100 0.133 0.012
0302 665376.976 3142695.074 38.884 0.089 0.097 0.008
03001 663806.385 3137622.257 57.215 0.097 0.139 0.010
03002 663809.450 3137632.891 57.061 0.076 0.101 0.008
03003 663813.168 3137645.341 57.053 0.086 0.113 0.009
03004 663816.782 3137657.267 57.063 0.096 0.126 0.010
03005 663831.215 3137703.900 56.572 0.111 0.147 0.012
03006 663834.880 3137716.677 56.466 0.084 0.111 0.009
03007 663838.612 3137729.082 56.414 0.082 0.108 0.009
03008 663842.473 3137741.601 56.287 0.092 0.121 0.010
03009 663845.662 3137751.251 56.225 0.079 0.104 0.009
03010 663848.829 3137760.999 56.081 0.101 0.133 0.011
03011 663851.753 3137770.765 55.969 0.082 0.108 0.009
03012 663854.823 3137780.614 55.901 0.096 0.127 0.010
03013 663858.514 3137793.285 55.692 0.110 0.145 0.012
03014 663862.307 3137805.091 55.550 0.107 0.141 0.012
03015 663866.098 3137817.631 55.422 0.105 0.138 0.011
03016 663869.377 3137827.499 55.341 0.106 0.140 0.011
03017 663872.381 3137837.157 55.187 0.115 0.152 0.012
03018 663875.409 3137847.155 55.033 0.107 0.141 0.012
03019 663878.636 3137857.021 54.911 0.102 0.135 0.011
03020 663881.568 3137866.683 54.806 0.118 0.155 0.013
03021 663885.522 3137879.320 54.601 0.098 0.129 0.011
03022 663888.375 3137889.013 54.479 0.107 0.141 0.011
03023 663892.019 3137901.383 54.216 0.089 0.117 0.010
03024 663894.930 3137911.030 54.048 0.098 0.129 0.010
03025 663898.068 3137921.008 53.885 0.089 0.117 0.010
03026 663901.218 3137930.948 53.720 0.084 0.111 0.009
03027 663905.301 3137943.895 53.531 0.110 0.144 0.012
03028 663909.344 3137956.988 53.212 0.112 0.147 0.012
03029 663912.445 3137966.790 53.077 0.088 0.116 0.009
03030 663915.520 3137976.515 52.908 0.112 0.147 0.012
03031 663918.592 3137986.472 52.638 0.119 0.157 0.013
03032 663922.565 3137999.086 52.403 0.102 0.134 0.011
03033 663926.429 3138011.687 52.194 0.109 0.143 0.012
03034 663929.404 3138021.453 51.946 0.105 0.137 0.011
132
03035 663932.566 3138031.112 51.829 0.098 0.129 0.010
03036 663935.725 3138041.253 51.653 0.102 0.134 0.011
03037 663938.848 3138050.843 51.388 0.092 0.121 0.010
03038 663942.646 3138063.526 51.150 0.110 0.144 0.012
03039 663945.601 3138073.456 50.916 0.125 0.164 0.013
03040 663948.840 3138083.382 50.698 0.117 0.152 0.012
03041 663951.763 3138093.167 50.520 0.120 0.156 0.013
03042 663955.072 3138103.070 50.224 0.120 0.156 0.013
03043 663958.011 3138112.952 50.021 0.119 0.156 0.013
03044 663961.022 3138122.748 49.854 0.126 0.179 0.013
03045 663963.932 3138132.445 49.555 0.134 0.175 0.014
03046 663966.903 3138142.205 49.327 0.111 0.145 0.012
03047 663970.078 3138152.215 49.155 0.139 0.181 0.015
03048 663973.137 3138162.301 48.846 0.124 0.162 0.013
03049 663976.197 3138172.214 48.610 0.133 0.173 0.014
03050 663979.489 3138182.328 48.329 0.134 0.175 0.014
03051 663982.693 3138192.334 48.130 0.123 0.161 0.013
03052 663985.770 3138202.283 47.850 0.138 0.180 0.015
03053 663988.981 3138212.330 47.666 0.137 0.179 0.015
03054 663991.995 3138222.263 47.411 0.127 0.166 0.013
03055 663995.176 3138232.434 47.171 0.120 0.156 0.013
03056 663998.414 3138242.578 46.914 0.149 0.195 0.016
03057 664001.482 3138252.513 46.661 0.132 0.171 0.014
03058 664004.460 3138262.790 46.370 0.115 0.150 0.012
03059 664007.499 3138272.371 46.197 0.132 0.172 0.014
03060 664010.476 3138282.068 45.923 0.131 0.170 0.014
03061 664013.471 3138292.481 45.687 0.111 0.145 0.012
03062 664016.644 3138302.440 45.473 0.107 0.139 0.011
03063 664019.917 3138312.517 45.249 0.124 0.176 0.012
03064 664023.000 3138322.947 45.057 0.125 0.178 0.012
03065 664026.008 3138332.831 44.779 0.127 0.166 0.013
03066 664029.201 3138342.427 44.594 0.108 0.141 0.011
03067 664032.499 3138352.751 44.402 0.122 0.159 0.013
03068 664035.778 3138363.530 44.114 0.113 0.147 0.012
03069 664039.033 3138373.872 43.909 0.127 0.165 0.013
03070 664042.357 3138384.358 43.717 0.109 0.141 0.011
133
03071 664045.639 3138394.782 43.485 0.116 0.150 0.012
03072 664049.028 3138405.277 43.295 0.116 0.151 0.012
03073 664052.093 3138415.373 43.061 0.124 0.161 0.013
03074 664055.162 3138425.055 42.874 0.122 0.158 0.013
03075 664058.138 3138434.909 42.705 0.112 0.145 0.012
03076 664061.028 3138444.962 42.582 0.129 0.168 0.014
03077 664064.071 3138455.191 42.383 0.118 0.153 0.012
03078 664067.157 3138465.299 42.173 0.111 0.144 0.012
03079 664070.006 3138475.162 42.104 0.125 0.178 0.012
03080 664072.982 3138485.157 41.863 0.149 0.193 0.016
03081 664076.269 3138495.760 41.781 0.150 0.194 0.016
03082 664079.728 3138506.412 41.557 0.129 0.168 0.014
03083 664083.113 3138517.293 41.462 0.148 0.192 0.016
03084 664086.519 3138527.829 41.244 0.149 0.193 0.016
03085 664090.792 3138541.895 41.073 0.147 0.191 0.015
03086 664094.026 3138552.452 40.926 0.139 0.180 0.015
03087 664097.182 3138562.971 40.763 0.130 0.168 0.014
03088 664100.652 3138573.626 40.647 0.136 0.176 0.014
03089 664103.780 3138583.918 40.559 0.136 0.176 0.014
03090 664107.042 3138594.383 40.481 0.115 0.148 0.012
03091 664110.468 3138605.059 40.277 0.138 0.179 0.014
03092 664113.805 3138615.671 40.217 0.137 0.177 0.014
03093 664117.185 3138626.376 40.152 0.111 0.144 0.012
03094 664120.414 3138636.777 40.021 0.128 0.166 0.013
03095 664123.623 3138647.290 39.894 0.116 0.151 0.012
03096 664126.860 3138657.673 39.832 0.118 0.152 0.012
03097 664130.040 3138668.040 39.707 0.129 0.166 0.013
03098 664133.164 3138677.963 39.618 0.136 0.175 0.014
03099 664136.383 3138688.225 39.513 0.141 0.183 0.015
03100 664139.523 3138698.188 39.492 0.121 0.157 0.013
03101 664142.578 3138708.231 39.409 0.140 0.181 0.015
03102 664145.721 3138718.235 39.305 0.131 0.170 0.014
03103 664148.930 3138728.255 39.292 0.116 0.149 0.012
03104 664152.209 3138738.614 39.240 0.131 0.169 0.014
03105 664155.183 3138748.836 39.090 0.123 0.158 0.013
03106 664158.280 3138759.097 39.078 0.115 0.162 0.011
03107 664161.601 3138769.657 39.039 0.124 0.160 0.013
134
03108 664164.833 3138780.156 39.026 0.124 0.159 0.013
03109 664168.107 3138790.905 39.021 0.122 0.157 0.013
03110 664171.398 3138801.020 39.021 0.102 0.132 0.011
03111 664174.605 3138811.183 38.956 0.100 0.129 0.010
03112 664177.677 3138821.329 38.942 0.088 0.113 0.009
03113 664180.903 3138831.499 38.895 0.094 0.121 0.010
03114 664184.165 3138841.738 38.918 0.095 0.123 0.010
03115 664187.178 3138851.795 38.909 0.114 0.147 0.012
03116 664190.342 3138861.869 38.967 0.118 0.152 0.012
03117 664193.543 3138872.238 38.949 0.112 0.144 0.012
03118 664196.580 3138882.502 38.881 0.106 0.137 0.011
03119 664199.632 3138892.557 38.927 0.101 0.130 0.010
03120 664202.918 3138902.765 38.922 0.112 0.144 0.012
03121 664205.995 3138912.986 38.954 0.110 0.141 0.011
03122 664209.059 3138923.397 38.940 0.085 0.110 0.009
03123 664212.312 3138933.817 38.928 0.098 0.125 0.010
03124 664215.429 3138944.393 38.906 0.088 0.113 0.009
03125 664218.769 3138954.878 38.931 0.084 0.108 0.009
03126 664222.201 3138965.446 38.928 0.086 0.110 0.009
03127 664225.424 3138975.821 38.950 0.109 0.139 0.011
03128 664228.497 3138986.209 38.894 0.105 0.148 0.010
03129 664231.478 3138996.371 38.928 0.105 0.134 0.011
03130 664235.845 3139010.320 38.923 0.092 0.118 0.010
03131 664239.158 3139021.179 38.901 0.106 0.135 0.011
03132 664242.543 3139032.003 38.822 0.095 0.122 0.010
03133 664245.917 3139042.352 38.858 0.081 0.103 0.008
03134 664249.022 3139052.582 38.885 0.100 0.129 0.010
03135 664252.059 3139062.817 38.798 0.090 0.115 0.009
03136 664255.388 3139073.073 38.813 0.081 0.104 0.008
03137 664258.622 3139083.307 38.783 0.102 0.130 0.011
03138 664261.852 3139093.533 38.846 0.101 0.129 0.010
03139 664265.072 3139103.853 38.877 0.076 0.097 0.008
03140 664268.186 3139114.005 38.845 0.095 0.122 0.010
03141 664271.382 3139124.076 38.879 0.083 0.106 0.009
03142 664274.430 3139134.269 38.855 0.087 0.111 0.009
03143 664277.574 3139144.686 38.883 0.106 0.136 0.011
135
03144 664280.968 3139155.161 38.887 0.101 0.129 0.010
03145 664284.021 3139165.299 38.910 0.091 0.117 0.009
03146 664287.333 3139175.463 38.874 0.103 0.131 0.011
03147 664290.439 3139185.769 38.926 0.080 0.102 0.008
03148 664293.609 3139196.068 38.916 0.086 0.110 0.009
03149 664296.802 3139206.175 38.927 0.109 0.139 0.011
03150 664299.757 3139216.214 38.897 0.110 0.141 0.011
03151 664302.763 3139226.547 38.866 0.113 0.144 0.012
03152 664305.950 3139236.496 38.834 0.103 0.131 0.011
03153 664309.218 3139246.627 38.861 0.099 0.126 0.010
03154 664312.336 3139256.930 38.817 0.113 0.144 0.012
03155 664315.522 3139267.050 38.806 0.107 0.136 0.011
03156 664319.322 3139279.894 38.823 0.107 0.136 0.011
03157 664322.365 3139289.782 38.783 0.115 0.147 0.012
03158 664325.777 3139300.267 38.827 0.119 0.151 0.012
03159 664328.900 3139310.265 38.863 0.125 0.159 0.013
03160 664331.967 3139320.263 38.851 0.119 0.152 0.012
03161 664335.212 3139330.431 38.880 0.138 0.175 0.014
03162 664338.388 3139340.491 38.841 0.126 0.160 0.013
03163 664341.609 3139350.685 38.823 0.130 0.165 0.013
03164 664344.934 3139361.264 38.787 0.137 0.174 0.014
03165 664348.243 3139371.701 38.844 0.136 0.173 0.014
03166 664351.423 3139381.854 38.850 0.128 0.163 0.013
03167 664354.411 3139392.185 38.862 0.120 0.153 0.012
03168 664357.891 3139402.854 38.858 0.126 0.160 0.013
03169 664361.034 3139413.479 38.865 0.109 0.139 0.011
03170 664364.214 3139424.096 38.835 0.138 0.176 0.014
03171 664367.276 3139434.591 38.848 0.137 0.174 0.014
03172 664370.637 3139444.517 38.809 0.130 0.165 0.013
03173 664373.562 3139454.660 38.824 0.143 0.181 0.015
03174 664376.709 3139464.789 38.863 0.143 0.181 0.015
03175 664379.846 3139474.813 38.877 0.132 0.167 0.013
03176 664382.881 3139485.109 38.800 0.119 0.151 0.012
03177 664386.170 3139495.486 38.883 0.143 0.182 0.015
03178 664389.483 3139505.947 38.880 0.114 0.144 0.012
03179 664392.582 3139515.989 38.865 0.120 0.152 0.012
03180 664395.868 3139526.137 38.906 0.111 0.140 0.011
136
03181 664398.654 3139536.181 38.913 0.133 0.168 0.014
03182 664401.795 3139546.247 38.800 0.143 0.181 0.015
03183 664405.131 3139556.827 38.814 0.127 0.160 0.013
03184 664408.688 3139568.190 38.907 0.108 0.137 0.011
03185 664412.051 3139579.181 38.790 0.093 0.117 0.009
03186 664415.576 3139590.338 38.827 0.093 0.117 0.009
03187 664418.738 3139601.379 38.843 0.103 0.131 0.010
03188 664422.191 3139612.158 38.829 0.099 0.125 0.010
03189 664425.698 3139623.151 38.850 0.105 0.132 0.011
03190 664429.130 3139633.873 38.819 0.104 0.131 0.011
03191 664432.270 3139644.653 38.795 0.099 0.125 0.010
03192 664435.416 3139655.483 38.790 0.119 0.150 0.012
03193 664438.883 3139666.145 38.838 0.099 0.125 0.010
03194 664442.140 3139676.940 38.820 0.119 0.150 0.012
03195 664445.508 3139687.933 38.843 0.140 0.177 0.014
03196 664449.062 3139698.763 38.875 0.139 0.176 0.014
03197 664452.577 3139709.327 38.856 0.140 0.176 0.014
03198 664455.749 3139720.036 38.882 0.129 0.163 0.013
03199 664460.108 3139734.177 38.789 0.142 0.179 0.014
03200 664463.569 3139744.744 38.832 0.122 0.153 0.012
03201 664466.886 3139755.158 38.802 0.135 0.170 0.014
03202 664470.064 3139765.546 38.916 0.146 0.184 0.015
03203 664473.160 3139775.487 38.799 0.138 0.174 0.014
03204 664476.338 3139785.897 38.880 0.129 0.162 0.013
03205 664479.426 3139796.205 38.898 0.154 0.194 0.016
03206 664482.222 3139805.949 38.832 0.147 0.185 0.015
03207 664485.381 3139816.095 38.919 0.146 0.184 0.015
03208 664488.397 3139826.107 38.861 0.121 0.169 0.011
03209 664491.610 3139836.446 38.868 0.117 0.147 0.012
03210 664494.986 3139846.691 38.925 0.135 0.169 0.014
03211 664498.143 3139856.731 38.919 0.128 0.160 0.013
03212 664501.146 3139866.907 38.917 0.138 0.173 0.014
03213 664504.253 3139877.038 38.940 0.134 0.167 0.013
03214 664507.471 3139887.080 38.881 0.115 0.144 0.012
03215 664510.523 3139897.324 38.889 0.131 0.164 0.013
03216 664513.640 3139907.916 38.871 0.125 0.156 0.013
137
03217 664516.864 3139918.207 38.914 0.125 0.156 0.013
03218 664520.086 3139929.050 38.930 0.135 0.169 0.014
03219 664523.491 3139939.826 38.934 0.113 0.141 0.011
03220 664526.661 3139950.378 38.984 0.112 0.140 0.011
03221 664530.266 3139961.172 38.964 0.121 0.152 0.012
03222 664533.550 3139971.572 38.969 0.112 0.140 0.011
03223 664536.758 3139982.231 38.925 0.116 0.145 0.012
03224 664540.042 3139992.950 38.960 0.118 0.148 0.012
03225 664543.416 3140003.622 38.897 0.140 0.176 0.014
03226 664546.692 3140014.212 38.955 0.144 0.179 0.014
03227 664549.922 3140025.077 38.927 0.118 0.147 0.012
03228 664553.145 3140035.616 38.933 0.113 0.141 0.011
03229 664556.580 3140046.365 38.972 0.133 0.166 0.013
03230 664560.007 3140057.142 38.924 0.109 0.135 0.011
03231 664563.247 3140067.699 38.938 0.130 0.162 0.013
03232 664566.652 3140078.531 38.920 0.114 0.143 0.011
03233 664569.931 3140089.218 38.884 0.123 0.153 0.012
03234 664573.265 3140099.822 38.854 0.131 0.163 0.013
03235 664576.588 3140110.290 38.959 0.099 0.123 0.010
03236 664579.863 3140120.745 38.903 0.113 0.141 0.011
03237 664583.057 3140130.582 38.908 0.120 0.149 0.012
03238 664586.118 3140141.170 38.894 0.123 0.154 0.012
03239 664588.997 3140151.618 38.845 0.129 0.160 0.013
03240 664592.345 3140162.003 38.837 0.119 0.148 0.012
03241 664595.632 3140172.414 38.917 0.104 0.129 0.010
03242 664598.592 3140182.348 38.867 0.089 0.111 0.009
03243 664601.603 3140192.389 38.929 0.109 0.136 0.011
03244 664604.897 3140202.548 38.883 0.110 0.137 0.011
03245 664608.067 3140212.821 38.843 0.110 0.137 0.011
03246 664611.440 3140223.667 38.850 0.088 0.109 0.009
03247 664614.791 3140234.516 38.814 0.083 0.103 0.008
03248 664618.125 3140245.252 38.823 0.084 0.104 0.008
03249 664621.573 3140255.929 38.838 0.084 0.104 0.008
03250 664625.154 3140266.936 38.825 0.095 0.118 0.009
03251 664629.456 3140281.188 38.830 0.094 0.116 0.009
03252 664632.718 3140292.021 38.811 0.080 0.099 0.008
03253 664636.028 3140302.341 38.800 0.079 0.097 0.008
138
03254 664639.191 3140312.888 38.833 0.093 0.115 0.009
03255 664642.458 3140323.711 38.796 0.095 0.118 0.009
03256 664645.634 3140334.350 38.778 0.081 0.101 0.008
03257 664648.851 3140345.222 38.792 0.092 0.113 0.009
03258 664652.264 3140356.045 38.829 0.103 0.128 0.010
03259 664655.748 3140366.798 38.782 0.082 0.102 0.008
03260 664659.135 3140377.863 38.842 0.089 0.110 0.009
03261 664662.500 3140388.573 38.812 0.089 0.110 0.009
03262 664665.952 3140399.378 38.825 0.089 0.110 0.009
03263 664669.216 3140409.644 38.816 0.093 0.115 0.009
03264 664672.411 3140420.400 38.749 0.082 0.102 0.008
03265 664675.847 3140431.087 38.770 0.080 0.099 0.008
03266 664679.173 3140441.733 38.801 0.101 0.124 0.010
03267 664682.329 3140452.160 38.729 0.100 0.124 0.010
03268 664685.541 3140462.748 38.770 0.101 0.124 0.010
03269 664688.584 3140472.977 38.723 0.093 0.114 0.009
03270 664691.912 3140483.399 38.765 0.094 0.116 0.009
03271 664695.348 3140494.056 38.733 0.082 0.101 0.008
03272 664698.661 3140504.933 38.778 0.104 0.129 0.010
03273 664701.989 3140515.440 38.772 0.106 0.131 0.010
03274 664705.338 3140526.204 38.763 0.081 0.100 0.008
03275 664708.655 3140536.757 38.795 0.096 0.118 0.009
03276 664711.824 3140547.230 38.770 0.080 0.099 0.008
03277 664714.821 3140557.807 38.741 0.092 0.114 0.009
03278 664718.312 3140568.930 38.732 0.083 0.102 0.008
03279 664721.654 3140579.748 38.730 0.103 0.127 0.010
03280 664724.829 3140590.738 38.741 0.087 0.107 0.009
03281 664728.364 3140601.570 38.685 0.091 0.111 0.009
03282 664731.556 3140612.227 38.714 0.102 0.126 0.010
03283 664735.075 3140623.305 38.715 0.115 0.141 0.011
03284 664738.542 3140634.609 38.702 0.089 0.110 0.009
03285 664741.986 3140645.343 38.703 0.093 0.114 0.009
03286 664745.283 3140655.740 38.723 0.093 0.114 0.009
03287 664748.493 3140666.229 38.745 0.119 0.146 0.012
03288 664751.782 3140676.625 38.715 0.123 0.151 0.012
03289 664754.909 3140687.251 38.739 0.121 0.148 0.012
139
03290 664758.262 3140697.910 38.719 0.122 0.150 0.012
03291 664761.819 3140708.557 38.781 0.107 0.131 0.011
03292 664765.228 3140719.274 38.770 0.134 0.165 0.013
03293 664768.668 3140730.032 38.783 0.123 0.151 0.012
03294 664772.137 3140740.939 38.842 0.097 0.119 0.010
03295 664775.469 3140751.646 38.847 0.105 0.128 0.010
03296 664778.891 3140762.575 38.858 0.094 0.115 0.009
03297 664782.219 3140773.610 38.916 0.104 0.127 0.010
03298 664785.539 3140784.348 38.918 0.117 0.143 0.011
03299 664788.976 3140795.600 38.878 0.119 0.146 0.012
03300 664792.352 3140806.541 38.920 0.098 0.119 0.010
03301 664795.673 3140817.481 38.892 0.099 0.121 0.010
03302 664811.556 3140869.161 38.911 0.092 0.112 0.009
03303 664814.775 3140880.123 38.931 0.096 0.118 0.009
03304 664818.200 3140891.139 38.880 0.168 0.205 0.016
03305 664821.963 3140902.900 38.857 0.226 0.275 0.022
03306 664825.531 3140914.752 38.886 0.453 0.553 0.044
03307 664829.220 3140925.986 38.847 0.296 0.361 0.029
03308 664832.795 3140937.410 38.928 0.218 0.266 0.021
03309 664836.485 3140949.003 38.938 0.132 0.160 0.013
03310 664840.003 3140960.257 38.892 0.147 0.179 0.014
03311 664843.563 3140971.607 38.901 0.123 0.149 0.012
03312 664846.708 3140982.678 38.934 0.099 0.121 0.010
03313 664850.075 3140994.029 38.965 0.119 0.145 0.012
03314 664853.651 3141005.427 38.939 0.106 0.129 0.010
03315 664858.475 3141020.323 38.903 0.094 0.114 0.009
03316 664863.184 3141035.406 38.870 0.105 0.127 0.010
03317 664866.498 3141046.352 38.822 0.105 0.127 0.010
03318 664869.872 3141057.459 38.769 0.117 0.141 0.011
03319 664873.538 3141068.654 38.853 0.097 0.117 0.009
03320 664876.781 3141079.498 38.791 0.117 0.142 0.011
03321 664880.169 3141090.942 38.758 0.107 0.130 0.010
03322 664883.855 3141102.593 38.727 0.117 0.142 0.011
03323 664887.457 3141114.197 38.769 0.096 0.116 0.009
03324 664890.894 3141125.692 38.768 0.097 0.118 0.010
03325 664894.608 3141137.463 38.850 0.099 0.120 0.010
03326 664897.846 3141148.914 38.787 0.110 0.133 0.011
140
03327 664901.491 3141160.633 38.859 0.120 0.146 0.012
03328 664905.103 3141172.391 38.914 0.108 0.131 0.011
03329 664908.528 3141183.510 38.826 0.108 0.131 0.011
03330 664912.076 3141194.767 38.867 0.108 0.130 0.010
03331 664915.816 3141206.101 38.866 0.107 0.130 0.010
03332 664919.281 3141217.524 38.838 0.118 0.143 0.012
03333 664922.819 3141229.226 38.880 0.118 0.142 0.011
03334 664926.436 3141240.430 38.844 0.094 0.114 0.009
03335 664929.958 3141251.569 38.935 0.105 0.126 0.010
03336 664933.340 3141262.925 38.904 0.104 0.125 0.010
03337 664936.871 3141273.859 38.886 0.103 0.124 0.010
03338 664940.839 3141285.135 38.934 0.115 0.138 0.011
03339 664944.417 3141296.090 38.882 0.116 0.140 0.011
03340 664947.789 3141307.030 38.923 0.113 0.137 0.011
03341 664950.935 3141318.058 38.942 0.113 0.136 0.011
03342 664954.154 3141329.062 38.865 0.112 0.135 0.011
03343 664957.230 3141340.026 38.849 0.089 0.108 0.009
03344 664960.517 3141351.321 38.811 0.090 0.108 0.009
03345 664964.162 3141362.618 38.788 0.101 0.121 0.010
03346 664967.504 3141373.770 38.772 0.113 0.136 0.011
03347 664970.984 3141384.976 38.868 0.113 0.136 0.011
03348 664974.200 3141395.873 38.787 0.101 0.121 0.010
03349 664977.804 3141406.915 38.848 0.090 0.108 0.009
03350 664981.093 3141417.688 38.760 0.113 0.136 0.011
03351 664984.692 3141428.976 38.799 0.090 0.108 0.009
03352 664988.139 3141440.350 38.778 0.090 0.108 0.009
03353 664991.546 3141451.684 38.830 0.089 0.107 0.009
03354 664995.105 3141462.964 38.802 0.111 0.134 0.011
03355 664998.774 3141474.342 38.751 0.089 0.107 0.009
03356 665002.344 3141485.655 38.794 0.111 0.133 0.011
03357 665005.831 3141496.549 38.821 0.100 0.120 0.010
03358 665010.471 3141511.074 38.832 0.111 0.133 0.011
03359 665013.709 3141522.204 38.856 0.100 0.119 0.010
03360 665017.128 3141533.414 38.773 0.088 0.106 0.009
03361 665020.695 3141544.578 38.776 0.089 0.107 0.009
03362 665024.144 3141556.010 38.816 0.100 0.120 0.010
141
03363 665027.487 3141567.144 38.829 0.089 0.106 0.009
03364 665031.177 3141578.256 38.802 0.088 0.106 0.009
03365 665034.449 3141588.628 38.796 0.099 0.119 0.010
03366 665037.962 3141600.128 38.840 0.111 0.132 0.011
03367 665041.674 3141611.944 38.854 0.088 0.105 0.008
03368 665045.050 3141623.145 38.770 0.099 0.118 0.010
03369 665048.538 3141635.081 38.834 0.110 0.131 0.011
03370 665052.076 3141646.464 38.835 0.088 0.105 0.009
03371 665055.339 3141657.692 38.841 0.111 0.133 0.011
03372 665058.625 3141668.869 38.837 0.100 0.119 0.010
03373 665062.137 3141679.748 38.839 0.100 0.119 0.010
03374 665065.685 3141690.823 38.786 0.111 0.133 0.011
03375 665069.162 3141702.494 38.723 0.100 0.120 0.010
03376 665072.950 3141714.300 38.809 0.089 0.106 0.009
03377 665076.478 3141725.589 38.746 0.100 0.119 0.010
03378 665080.100 3141736.570 38.814 0.111 0.132 0.011
03379 665083.574 3141747.939 38.751 0.100 0.119 0.010
03380 665087.057 3141759.330 38.756 0.100 0.119 0.010
03381 665091.718 3141774.404 38.770 0.100 0.119 0.010
03382 665095.113 3141785.992 38.841 0.086 0.102 0.008
03383 665098.668 3141797.338 38.830 0.098 0.116 0.009
03384 665103.416 3141812.671 38.776 0.087 0.103 0.008
03385 665108.265 3141827.997 38.831 0.087 0.103 0.008
03386 665111.979 3141839.273 38.825 0.110 0.130 0.011
03387 665115.457 3141850.148 38.885 0.098 0.117 0.009
03388 665118.919 3141861.214 38.812 0.087 0.103 0.008
03389 665122.301 3141872.263 38.874 0.110 0.130 0.011
03390 665125.710 3141883.470 38.842 0.110 0.130 0.011
03391 665129.215 3141894.858 38.872 0.099 0.117 0.009
03392 665132.684 3141905.894 38.878 0.110 0.131 0.011
03393 665135.977 3141916.917 38.856 0.087 0.104 0.008
03394 665139.334 3141928.108 38.847 0.099 0.117 0.009
03395 665142.643 3141939.373 38.816 0.087 0.103 0.008
03396 665146.257 3141950.525 38.857 0.110 0.130 0.011
03397 665149.547 3141961.573 38.813 0.087 0.103 0.008
03398 665152.920 3141973.182 38.813 0.098 0.116 0.009
03399 665156.359 3141984.483 38.759 0.110 0.130 0.011
142
03400 665159.973 3141995.521 38.795 0.087 0.103 0.008
03401 665163.482 3142006.787 38.798 0.098 0.116 0.009
03402 665167.153 3142017.985 38.794 0.109 0.129 0.011
03403 665170.739 3142029.720 38.840 0.109 0.129 0.011
03404 665174.364 3142040.961 38.721 0.098 0.116 0.009
03405 665177.812 3142052.144 38.804 0.112 0.132 0.011
03406 665181.392 3142063.726 38.817 0.115 0.136 0.011
03407 665184.946 3142075.453 38.835 0.112 0.132 0.011
03408 665188.331 3142087.114 38.798 0.104 0.122 0.010
03409 665192.135 3142098.501 38.872 0.100 0.117 0.010
03410 665195.676 3142110.277 38.814 0.092 0.109 0.009
03411 665199.074 3142121.467 38.818 0.111 0.131 0.011
03412 665202.600 3142132.689 38.838 0.101 0.119 0.010
03413 665205.796 3142143.757 38.814 0.121 0.143 0.012
03414 665209.268 3142155.128 38.768 0.095 0.112 0.009
03415 665212.832 3142166.590 38.787 0.091 0.107 0.009
03416 665216.426 3142177.930 38.855 0.088 0.104 0.008
03417 665219.857 3142189.302 38.812 0.111 0.131 0.011
03418 665223.398 3142200.380 38.799 0.094 0.110 0.009
03419 665226.866 3142211.899 38.836 0.105 0.123 0.010
03420 665230.470 3142223.144 38.700 0.119 0.140 0.011
03421 665233.996 3142234.660 38.838 0.103 0.121 0.010
03422 665237.531 3142246.245 38.890 0.094 0.110 0.009
03423 665241.247 3142257.379 38.822 0.113 0.133 0.011
03424 665244.704 3142268.880 38.885 0.101 0.118 0.010
03425 665248.375 3142280.482 38.790 0.126 0.148 0.012
03426 665251.984 3142292.332 38.790 0.126 0.148 0.012
03427 665255.812 3142304.065 38.869 0.116 0.136 0.011
03428 665259.754 3142315.881 38.800 0.114 0.134 0.011
03429 665263.593 3142327.485 38.900 0.083 0.123 0.007
03430 665267.022 3142339.165 38.787 0.106 0.124 0.010
03431 665270.274 3142350.736 38.865 0.101 0.118 0.010
03432 665273.814 3142362.275 38.822 0.118 0.137 0.011
03433 665277.730 3142374.173 38.858 0.107 0.125 0.010
03434 665280.994 3142385.807 38.798 0.130 0.152 0.012
03435 665284.355 3142397.477 38.860 0.105 0.122 0.010
143
03436 665287.903 3142408.769 38.838 0.110 0.128 0.011
03437 665291.529 3142420.261 38.845 0.114 0.133 0.011
03438 665295.044 3142431.932 38.779 0.104 0.121 0.010
03439 665298.598 3142443.644 38.758 0.103 0.121 0.010
03440 665302.132 3142455.002 38.842 0.115 0.134 0.011
03441 665305.788 3142466.608 38.901 0.125 0.146 0.012
03442 665309.380 3142478.643 38.876 0.111 0.129 0.011
03443 665312.933 3142490.118 38.841 0.108 0.126 0.010
03444 665316.567 3142501.871 38.832 0.123 0.143 0.012
03445 665320.180 3142513.654 38.861 0.104 0.121 0.010
03446 665323.666 3142524.981 38.845 0.124 0.144 0.012
03447 665326.957 3142535.942 38.882 0.106 0.123 0.010
03448 665331.616 3142550.850 38.909 0.115 0.134 0.011
03449 665335.026 3142561.626 38.814 0.130 0.151 0.012
03450 665338.594 3142572.814 38.886 0.109 0.127 0.010
03451 665342.080 3142583.967 38.751 0.113 0.131 0.011
03452 665345.601 3142595.250 38.880 0.138 0.160 0.013
03453 665349.028 3142606.682 38.895 0.120 0.140 0.012
03454 665352.636 3142618.283 38.879 0.132 0.153 0.013
03455 665356.151 3142629.964 38.912 0.132 0.153 0.013
03456 665359.775 3142641.542 38.965 0.130 0.151 0.012
03457 665363.363 3142653.139 38.806 0.138 0.160 0.013
03458 665366.835 3142664.394 38.984 0.110 0.127 0.011
03459 665370.428 3142675.517 38.879 0.106 0.123 0.010
03460 665373.677 3142686.494 38.891 0.109 0.126 0.010
03461 665376.728 3142696.199 38.963 0.120 0.139 0.011
145
APPENDIX F
Control Survey Listing MVRM Calibration Site - Dist. 04
North bound I-49 bridge and ramp, north of LA 3132 Inner Loop Expressway
Date & Time 3/30/2014 1:08 PM
Coordinate System U.S. State Plane 1983 Zone Louisiana North 1701
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 44
MVRM Control – 04 North bound I-49 bridge & ramp, north of LA 3132 Inner Loop Exp.
146
Figure 45
MVRM Control – 04 Profile 10 X vertical
147
Point ID Northing Easting Elevation H Prc V Prc RMS
0401 704899.90 2893904.22 241.62 0.07 0.10 0.01
0402 706272.10 2893522.52 245.83 0.06 0.08 0.01
040001 704899.83 2893904.30 241.53 0.23 0.32 0.03
040002 704911.06 2893900.17 241.58 0.22 0.30 0.03
040003 704922.29 2893896.41 241.68 0.21 0.33 0.02
040004 704933.82 2893892.68 241.79 0.22 0.30 0.03
040005 704945.68 2893888.55 241.92 0.21 0.30 0.03
040006 704958.09 2893884.40 241.96 0.21 0.29 0.03
040007 704969.33 2893880.65 242.07 0.18 0.26 0.02
040008 704981.04 2893876.56 242.15 0.20 0.28 0.03
040009 704992.44 2893872.60 242.18 0.18 0.25 0.02
040010 705004.17 2893868.76 242.25 0.18 0.25 0.02
040011 705016.05 2893864.69 242.34 0.18 0.25 0.02
040012 705027.63 2893860.76 242.47 0.18 0.26 0.02
040013 705039.61 2893856.68 242.54 0.16 0.23 0.02
040014 705051.08 2893852.67 242.59 0.16 0.23 0.02
040015 705066.16 2893847.63 242.70 0.18 0.25 0.02
040016 705078.21 2893843.54 242.81 0.16 0.22 0.02
040017 705090.34 2893839.53 242.89 0.17 0.24 0.02
040018 705100.26 2893835.94 242.91 0.16 0.23 0.02
040019 705112.32 2893831.90 243.04 0.15 0.21 0.02
040020 705122.42 2893828.49 243.08 0.15 0.21 0.02
040021 705132.78 2893825.10 243.16 0.14 0.20 0.02
040022 705143.84 2893821.42 243.30 0.15 0.21 0.02
040023 705154.88 2893817.79 243.29 0.15 0.21 0.02
040024 705166.23 2893814.36 243.41 0.14 0.19 0.02
040025 705177.29 2893810.77 243.44 0.14 0.20 0.02
040026 705189.03 2893807.10 243.57 0.13 0.19 0.02
040027 705201.02 2893803.16 243.66 0.15 0.21 0.02
040028 705212.86 2893799.34 243.77 0.14 0.19 0.02
040029 705224.66 2893795.46 243.82 0.13 0.18 0.02
040030 705236.15 2893791.89 243.92 0.14 0.19 0.02
040031 705247.67 2893788.36 243.97 0.14 0.19 0.02
040032 705259.16 2893784.86 244.05 0.14 0.20 0.02
040033 705270.53 2893781.20 244.12 0.14 0.20 0.02
040034 705282.02 2893777.70 244.21 0.12 0.17 0.02
148
040035 705293.46 2893774.23 244.27 0.13 0.18 0.02
040036 705305.26 2893770.83 244.36 0.14 0.20 0.02
040037 705317.08 2893767.22 244.45 0.12 0.17 0.02
040038 705328.80 2893763.89 244.50 0.14 0.19 0.02
040039 705340.73 2893760.33 244.59 0.13 0.18 0.02
040040 705355.09 2893755.99 244.71 0.13 0.18 0.02
040041 705367.62 2893752.19 244.77 0.12 0.17 0.02
040042 705380.12 2893748.52 244.88 0.13 0.18 0.02
040043 705392.80 2893744.78 244.96 0.13 0.18 0.02
040044 705405.40 2893740.93 245.03 0.12 0.16 0.02
040045 705417.78 2893737.20 245.10 0.12 0.16 0.02
040046 705430.03 2893733.60 245.22 0.12 0.17 0.02
040047 705442.12 2893730.06 245.31 0.11 0.16 0.02
040048 705454.09 2893726.66 245.37 0.11 0.16 0.02
040049 705466.15 2893723.46 245.45 0.11 0.16 0.02
040050 705478.45 2893719.80 245.57 0.11 0.16 0.02
040051 705490.81 2893716.18 245.63 0.11 0.16 0.01
040052 705503.22 2893712.80 245.71 0.12 0.17 0.02
040053 705515.68 2893709.17 245.80 0.11 0.16 0.01
040054 705528.19 2893705.72 245.92 0.12 0.17 0.02
040055 705540.83 2893702.14 245.97 0.12 0.17 0.02
040056 705550.51 2893699.49 246.00 0.12 0.17 0.02
040057 705562.98 2893695.79 246.07 0.11 0.15 0.01
040058 705575.16 2893692.44 246.08 0.12 0.18 0.02
040059 705587.78 2893688.84 246.15 0.12 0.16 0.02
040060 705597.55 2893686.09 246.25 0.12 0.16 0.02
040061 705610.31 2893682.57 246.24 0.12 0.16 0.02
040062 705622.61 2893679.21 246.43 0.11 0.15 0.01
040063 705634.96 2893675.92 246.50 0.11 0.15 0.01
040064 705647.30 2893672.62 246.56 0.12 0.17 0.02
040065 705658.88 2893669.50 246.63 0.12 0.17 0.02
040066 705670.11 2893666.34 246.67 0.11 0.16 0.02
040067 705681.87 2893663.17 246.81 0.11 0.15 0.01
040068 705694.02 2893660.01 246.94 0.12 0.17 0.02
040069 705705.84 2893656.83 247.00 0.10 0.15 0.01
040070 705717.98 2893653.58 247.06 0.11 0.16 0.01
149
040071 705729.99 2893650.49 247.12 0.12 0.17 0.02
040072 705742.00 2893647.15 247.15 0.10 0.14 0.01
040073 705754.52 2893644.10 247.23 0.12 0.17 0.02
040074 705767.24 2893640.94 247.35 0.12 0.17 0.02
040075 705779.73 2893637.57 247.44 0.12 0.17 0.02
040076 705792.15 2893634.30 247.53 0.12 0.17 0.02
040077 705804.28 2893630.94 247.62 0.11 0.15 0.01
040078 705816.95 2893627.88 247.65 0.10 0.14 0.01
040079 705829.51 2893624.61 247.73 0.10 0.14 0.01
040080 705841.88 2893621.68 247.75 0.12 0.16 0.02
040081 705854.29 2893618.46 247.84 0.12 0.16 0.02
040082 705866.49 2893615.31 247.83 0.10 0.14 0.01
040083 705878.69 2893612.40 247.85 0.11 0.15 0.01
040084 705890.83 2893609.41 247.92 0.11 0.15 0.01
040085 705903.37 2893606.38 247.89 0.11 0.16 0.02
040086 705915.99 2893603.37 247.91 0.11 0.16 0.02
040087 705928.27 2893600.46 247.90 0.11 0.16 0.02
040088 705938.34 2893598.02 247.86 0.10 0.14 0.01
040089 705949.25 2893595.29 247.83 0.11 0.16 0.02
040090 705959.95 2893592.89 247.84 0.11 0.15 0.01
040091 705970.19 2893590.28 247.85 0.11 0.15 0.01
040092 705982.25 2893587.32 247.86 0.10 0.15 0.01
040093 705992.57 2893585.02 247.82 0.10 0.15 0.01
040094 706003.56 2893582.52 247.81 0.10 0.13 0.01
040095 706015.17 2893579.90 247.73 0.10 0.13 0.01
040096 706026.79 2893577.13 247.69 0.10 0.13 0.01
040097 706038.38 2893574.44 247.66 0.10 0.13 0.01
040098 706049.24 2893572.04 247.60 0.10 0.15 0.01
040099 706060.68 2893569.14 247.58 0.10 0.15 0.01
040100 706071.57 2893566.52 247.55 0.10 0.13 0.01
040101 706082.72 2893564.12 247.51 0.11 0.16 0.01
040102 706093.75 2893561.40 247.45 0.10 0.14 0.01
040103 706105.20 2893558.77 247.38 0.09 0.13 0.01
040104 706116.93 2893556.16 247.27 0.11 0.16 0.01
040105 706128.55 2893553.46 247.22 0.09 0.13 0.01
040106 706140.11 2893550.79 247.18 0.10 0.14 0.01
040107 706151.54 2893548.44 247.05 0.10 0.14 0.01
150
040108 706162.90 2893546.04 246.90 0.10 0.14 0.01
040109 706172.95 2893543.90 246.80 0.10 0.14 0.01
040110 706186.37 2893541.11 246.68 0.11 0.15 0.01
040111 706197.03 2893539.00 246.54 0.10 0.14 0.01
040112 706207.49 2893536.51 246.52 0.11 0.15 0.01
040113 706218.79 2893533.99 246.45 0.11 0.15 0.01
040114 706230.35 2893531.66 246.32 0.10 0.14 0.01
040115 706241.87 2893529.18 246.14 0.10 0.14 0.01
040116 706253.50 2893526.67 246.00 0.10 0.14 0.01
040117 706263.77 2893524.59 245.81 0.10 0.14 0.01
040118 706274.88 2893522.31 245.79 0.11 0.15 0.01
040119 706285.53 2893520.14 245.63 0.09 0.13 0.01
151
APPENDIX G
Control Survey Listing MVRM Calibration Site - Dist. 05
West bound I-20 bridge and ramp west of the Mississippi River
Date & Time 6/1/2014 1:42 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana North 1701
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 46
MVRM Control – 05 West bound I-20 bridge and ramp west of the Mississippi River
Figure 47
MVRM Control – 05 Profile 10 X vertical
152
Point ID Northing Easting Elevation GNSS P GNSS P GNSS P
0501 665143.71 3770364.78 110.782 0.073 0.085 0.011
0502 666169.62 3765172.85 115.570 0.078 0.094 0.015
05001 665143.83 3770364.54 110.777 0.054 0.063 0.007
05002 665148.66 3770353.75 110.702 0.053 0.062 0.007
05003 665153.46 3770343.00 110.626 0.062 0.073 0.008
05004 665158.38 3770332.13 110.544 0.054 0.063 0.007
05005 665164.59 3770318.01 110.534 0.050 0.065 0.005
05006 665169.78 3770306.28 110.450 0.061 0.079 0.007
05007 665175.10 3770294.51 110.439 0.062 0.080 0.007
05008 665180.36 3770282.39 110.417 0.063 0.081 0.007
05009 665184.66 3770273.16 110.351 0.057 0.065 0.007
05010 665188.71 3770263.86 110.333 0.058 0.066 0.007
05011 665192.72 3770254.56 110.269 0.062 0.073 0.008
05012 665196.91 3770245.24 110.277 0.056 0.063 0.006
05013 665200.85 3770236.03 110.288 0.057 0.064 0.007
05014 665204.93 3770226.45 110.324 0.073 0.086 0.009
05015 665209.15 3770217.01 110.275 0.058 0.069 0.007
05016 665213.23 3770207.67 110.247 0.071 0.084 0.008
05017 665218.58 3770195.44 110.272 0.083 0.097 0.010
05018 665222.55 3770186.26 110.270 0.083 0.098 0.010
05019 665226.64 3770176.86 110.270 0.076 0.090 0.010
05020 665232.01 3770164.64 110.314 0.060 0.068 0.007
05021 665235.92 3770155.43 110.241 0.080 0.090 0.009
05022 665241.19 3770143.21 110.231 0.067 0.079 0.009
05023 665246.35 3770131.09 110.279 0.059 0.069 0.008
05024 665251.59 3770119.25 110.329 0.060 0.070 0.008
05025 665256.57 3770107.40 110.334 0.074 0.081 0.008
05026 665261.78 3770095.36 110.294 0.089 0.092 0.009
05027 665265.82 3770085.87 110.277 0.065 0.072 0.007
05028 665273.71 3770066.89 110.311 0.067 0.073 0.007
05029 665277.68 3770057.52 110.295 0.061 0.072 0.008
05030 665281.64 3770048.05 110.357 0.070 0.083 0.008
05031 665285.59 3770038.81 110.353 0.068 0.069 0.007
05032 665290.83 3770026.84 110.335 0.068 0.070 0.007
05033 665296.05 3770014.57 110.299 0.069 0.071 0.007
153
05034 665301.07 3770002.20 110.320 0.070 0.072 0.007
05035 665305.88 3769990.48 110.306 0.078 0.085 0.008
05036 665310.78 3769978.50 110.304 0.063 0.074 0.008
05037 665315.80 3769966.32 110.277 0.079 0.094 0.010
05038 665320.82 3769954.23 110.259 0.071 0.084 0.009
05039 665325.88 3769942.18 110.282 0.072 0.085 0.009
05040 665330.79 3769930.27 110.310 0.072 0.086 0.009
05041 665335.93 3769918.35 110.293 0.063 0.075 0.008
05042 665340.72 3769906.17 110.303 0.064 0.076 0.008
05043 665345.56 3769894.34 110.276 0.064 0.077 0.008
05044 665350.22 3769882.23 110.283 0.074 0.088 0.009
05045 665355.15 3769870.24 110.287 0.083 0.099 0.010
05046 665360.10 3769858.35 110.300 0.083 0.099 0.010
05047 665364.74 3769846.47 110.317 0.066 0.078 0.008
05048 665369.65 3769834.17 110.327 0.075 0.089 0.009
05049 665373.39 3769824.85 110.265 0.066 0.078 0.008
05050 665377.08 3769815.31 110.289 0.066 0.078 0.008
05051 665380.82 3769805.74 110.250 0.066 0.078 0.008
05052 665386.88 3769790.43 110.270 0.066 0.078 0.008
05053 665391.75 3769778.11 110.263 0.081 0.096 0.011
05054 665395.55 3769768.51 110.258 0.065 0.076 0.009
05055 665399.23 3769758.88 110.230 0.065 0.076 0.009
05056 665402.89 3769749.28 110.255 0.073 0.086 0.010
05057 665406.54 3769739.79 110.280 0.081 0.096 0.011
05058 665411.42 3769727.85 110.303 0.081 0.096 0.011
05059 665414.92 3769718.31 110.275 0.081 0.096 0.011
05060 665418.53 3769708.76 110.315 0.065 0.077 0.009
05061 665423.37 3769696.42 110.281 0.073 0.087 0.010
05062 665428.20 3769684.30 110.268 0.074 0.087 0.010
05063 665432.87 3769671.93 110.245 0.082 0.097 0.011
05064 665437.52 3769659.69 110.250 0.065 0.077 0.009
05065 665441.88 3769647.38 110.260 0.074 0.087 0.010
05066 665446.31 3769634.96 110.296 0.066 0.077 0.009
05067 665449.79 3769625.52 110.220 0.074 0.088 0.009
05068 665453.34 3769616.12 110.257 0.083 0.099 0.010
05069 665456.87 3769606.68 110.254 0.074 0.088 0.009
05070 665461.26 3769594.27 110.278 0.066 0.078 0.008
154
05071 665464.80 3769584.77 110.241 0.084 0.100 0.010
05072 665468.37 3769575.38 110.265 0.084 0.100 0.010
05073 665472.95 3769563.05 110.287 0.084 0.101 0.010
05074 665476.32 3769553.30 110.242 0.085 0.101 0.010
05075 665479.98 3769543.61 110.254 0.085 0.101 0.010
05076 665483.41 3769534.10 110.246 0.076 0.091 0.009
05077 665486.84 3769524.71 110.279 0.085 0.102 0.010
05078 665491.43 3769512.20 110.258 0.067 0.080 0.008
05079 665495.79 3769499.83 110.242 0.085 0.102 0.010
05080 665500.10 3769487.60 110.228 0.083 0.098 0.011
05081 665504.47 3769475.34 110.255 0.075 0.088 0.010
05082 665508.97 3769463.05 110.276 0.066 0.078 0.009
05083 665513.58 3769450.73 110.257 0.083 0.098 0.011
05084 665517.03 3769440.90 110.253 0.075 0.088 0.010
05085 665520.40 3769431.07 110.273 0.065 0.078 0.008
05086 665523.81 3769421.44 110.241 0.066 0.079 0.008
05087 665527.40 3769411.75 110.220 0.075 0.090 0.009
05088 665530.82 3769402.09 110.267 0.084 0.101 0.010
05089 665535.36 3769389.49 110.234 0.066 0.079 0.008
05090 665538.84 3769379.58 110.261 0.066 0.079 0.008
05091 665542.35 3769369.85 110.239 0.066 0.079 0.008
05092 665545.50 3769360.31 110.229 0.066 0.080 0.008
05093 665548.85 3769350.58 110.237 0.076 0.090 0.009
05094 665554.40 3769334.51 110.247 0.067 0.080 0.008
05095 665557.70 3769324.75 110.232 0.085 0.102 0.010
05096 665561.08 3769314.74 110.233 0.076 0.091 0.009
05097 665564.38 3769304.48 110.180 0.085 0.102 0.010
05098 665567.81 3769294.33 110.206 0.086 0.102 0.010
05099 665571.12 3769284.43 110.217 0.068 0.081 0.008
05100 665574.49 3769274.65 110.240 0.077 0.092 0.009
05101 665577.52 3769264.95 110.213 0.077 0.092 0.009
05102 665580.85 3769255.07 110.248 0.068 0.082 0.008
05103 665584.22 3769245.60 110.168 0.076 0.090 0.010
05104 665587.52 3769235.82 110.233 0.068 0.080 0.009
05105 665590.83 3769225.84 110.243 0.066 0.080 0.008
05106 665594.27 3769215.80 110.250 0.067 0.080 0.008
155
05107 665597.53 3769205.82 110.243 0.076 0.089 0.010
05108 665600.76 3769195.81 110.208 0.075 0.090 0.009
05109 665603.99 3769185.79 110.205 0.084 0.101 0.010
05110 665607.28 3769176.05 110.260 0.067 0.080 0.008
05111 665610.71 3769166.09 110.247 0.085 0.102 0.010
05112 665613.90 3769156.10 110.234 0.085 0.102 0.010
05113 665617.03 3769146.15 110.225 0.076 0.091 0.009
05114 665620.20 3769136.10 110.213 0.085 0.102 0.010
05115 665623.50 3769126.24 110.221 0.068 0.081 0.008
05116 665626.80 3769116.26 110.253 0.086 0.103 0.010
05117 665629.89 3769106.29 110.191 0.068 0.080 0.009
05118 665633.05 3769096.36 110.196 0.084 0.100 0.011
05119 665636.36 3769086.20 110.213 0.068 0.080 0.009
05120 665639.49 3769076.05 110.185 0.076 0.090 0.010
05121 665642.55 3769066.32 110.190 0.085 0.102 0.010
05122 665645.72 3769056.26 110.225 0.076 0.090 0.010
05123 665648.81 3769046.23 110.197 0.084 0.100 0.011
05124 665652.05 3769035.97 110.194 0.068 0.080 0.009
05125 665655.12 3769025.84 110.253 0.084 0.100 0.011
05126 665658.37 3769015.37 110.240 0.076 0.090 0.010
05127 665661.98 3769004.88 110.243 0.076 0.090 0.010
05128 665665.23 3768994.64 110.237 0.068 0.081 0.009
05129 665668.45 3768984.30 110.277 0.085 0.102 0.010
05130 665671.64 3768974.31 110.279 0.085 0.103 0.010
05131 665674.94 3768963.87 110.211 0.068 0.081 0.009
05132 665677.93 3768953.84 110.255 0.076 0.092 0.009
05133 665680.92 3768944.25 110.243 0.085 0.103 0.010
05134 665684.02 3768934.35 110.224 0.086 0.103 0.010
05135 665687.89 3768921.45 110.270 0.086 0.103 0.010
05136 665690.94 3768911.88 110.290 0.077 0.093 0.009
05137 665694.01 3768901.89 110.259 0.077 0.093 0.009
05138 665696.81 3768891.96 110.227 0.086 0.104 0.011
05139 665699.77 3768881.99 110.258 0.086 0.104 0.011
05140 665703.04 3768871.78 110.311 0.087 0.104 0.011
05141 665706.11 3768861.40 110.236 0.087 0.104 0.011
05142 665708.93 3768851.17 110.278 0.078 0.094 0.010
05143 665711.85 3768841.12 110.242 0.088 0.106 0.011
156
05144 665714.77 3768831.12 110.240 0.088 0.106 0.011
05145 665717.70 3768820.89 110.276 0.089 0.107 0.011
05146 665720.53 3768810.75 110.249 0.071 0.085 0.009
05147 665723.32 3768800.40 110.275 0.071 0.085 0.009
05148 665726.13 3768790.15 110.243 0.080 0.096 0.010
05149 665729.26 3768779.47 110.253 0.080 0.096 0.010
05150 665732.23 3768769.10 110.251 0.071 0.085 0.009
05151 665735.11 3768758.65 110.224 0.089 0.107 0.011
05152 665737.91 3768748.43 110.238 0.089 0.107 0.011
05153 665740.86 3768738.39 110.228 0.080 0.096 0.010
05154 665743.69 3768728.16 110.236 0.080 0.096 0.010
05155 665746.64 3768717.97 110.249 0.080 0.096 0.010
05156 665749.53 3768707.90 110.260 0.089 0.107 0.011
05157 665752.39 3768697.73 110.248 0.071 0.086 0.009
05158 665755.08 3768687.10 110.266 0.071 0.086 0.009
05159 665758.16 3768676.79 110.228 0.080 0.097 0.010
05160 665761.03 3768666.58 110.290 0.072 0.086 0.009
05161 665763.91 3768656.54 110.222 0.080 0.097 0.010
05162 665766.79 3768646.37 110.266 0.072 0.086 0.009
05163 665769.73 3768636.32 110.283 0.089 0.108 0.011
05164 665772.56 3768626.25 110.302 0.072 0.086 0.009
05165 665775.30 3768616.20 110.273 0.089 0.108 0.011
05166 665778.07 3768606.29 110.256 0.081 0.097 0.010
05167 665780.75 3768596.26 110.280 0.081 0.097 0.010
05168 665783.44 3768586.19 110.271 0.081 0.098 0.010
05169 665785.97 3768576.40 110.270 0.090 0.109 0.011
05170 665788.89 3768566.39 110.260 0.087 0.105 0.011
05171 665791.56 3768556.43 110.231 0.088 0.110 0.010
05172 665794.29 3768546.11 110.292 0.080 0.114 0.010
05173 665801.55 3768520.17 110.257 0.090 0.108 0.011
05174 665803.98 3768510.40 110.265 0.081 0.098 0.010
05175 665807.16 3768497.70 110.276 0.073 0.088 0.009
05176 665810.10 3768486.17 110.240 0.073 0.088 0.009
05177 665811.94 3768473.68 110.225 0.073 0.089 0.009
05178 665815.97 3768464.20 110.227 0.082 0.100 0.010
05179 665819.31 3768451.32 110.220 0.083 0.100 0.010
157
05180 665821.79 3768440.87 110.204 0.083 0.100 0.010
05181 665824.46 3768429.35 110.224 0.093 0.112 0.011
05182 665827.23 3768418.67 110.225 0.084 0.101 0.010
05183 665830.00 3768407.50 110.264 0.084 0.102 0.010
05184 665832.94 3768395.72 110.249 0.084 0.102 0.010
05185 665836.08 3768383.44 110.249 0.084 0.102 0.010
05186 665839.09 3768371.25 110.270 0.093 0.112 0.012
05187 665842.17 3768358.85 110.244 0.093 0.113 0.012
05188 665845.35 3768346.34 110.236 0.075 0.091 0.009
05189 665848.27 3768333.86 110.238 0.076 0.091 0.009
05190 665851.29 3768321.28 110.226 0.076 0.091 0.009
05191 665854.21 3768309.03 110.221 0.093 0.113 0.012
05192 665857.24 3768297.01 110.271 0.093 0.113 0.012
05193 665860.07 3768285.34 110.239 0.076 0.092 0.009
05194 665862.90 3768274.46 110.202 0.093 0.113 0.012
05195 665865.47 3768263.91 110.224 0.076 0.092 0.009
05196 665868.13 3768252.19 110.239 0.085 0.103 0.011
05197 665870.40 3768242.18 110.274 0.077 0.093 0.009
05198 665872.95 3768230.97 110.259 0.077 0.093 0.010
05199 665875.45 3768219.53 110.274 0.094 0.114 0.012
05200 665878.08 3768209.02 110.262 0.085 0.104 0.011
05201 665880.74 3768197.66 110.253 0.085 0.104 0.011
05202 665883.61 3768185.24 110.296 0.077 0.093 0.010
05203 665886.52 3768172.72 110.202 0.094 0.114 0.012
05204 665889.33 3768160.09 110.239 0.077 0.093 0.010
05205 665892.33 3768147.20 110.220 0.085 0.104 0.011
05206 665894.53 3768137.42 110.235 0.094 0.114 0.012
05207 665897.23 3768125.02 110.271 0.094 0.114 0.012
05208 665899.90 3768112.89 110.298 0.077 0.093 0.010
05209 665902.51 3768100.61 110.212 0.094 0.114 0.012
05210 665905.35 3768087.95 110.220 0.094 0.114 0.012
05211 665907.75 3768077.96 110.248 0.094 0.114 0.012
05212 665910.02 3768068.08 110.289 0.077 0.093 0.010
05213 665912.64 3768055.07 110.262 0.094 0.114 0.012
05214 665914.95 3768044.95 110.309 0.085 0.104 0.011
05215 665917.71 3768032.79 110.268 0.094 0.114 0.012
05216 665920.34 3768020.16 110.292 0.094 0.114 0.012
158
05217 665922.94 3768007.49 110.274 0.077 0.093 0.010
05218 665925.71 3767994.52 110.288 0.095 0.115 0.012
05219 665927.94 3767984.71 110.249 0.077 0.093 0.010
05220 665930.73 3767971.79 110.234 0.077 0.094 0.010
05221 665933.61 3767958.22 110.224 0.077 0.094 0.010
05222 665935.71 3767948.19 110.225 0.095 0.115 0.012
05223 665938.37 3767935.01 110.241 0.077 0.094 0.010
05224 665940.44 3767924.88 110.245 0.095 0.115 0.012
05225 665942.45 3767914.61 110.192 0.086 0.104 0.011
05226 665944.49 3767904.67 110.225 0.086 0.104 0.011
05227 665947.00 3767891.96 110.240 0.086 0.104 0.011
05228 665949.54 3767879.11 110.255 0.077 0.094 0.010
05229 665951.53 3767869.03 110.213 0.086 0.104 0.011
05230 665953.75 3767858.70 110.201 0.086 0.104 0.011
05231 665955.58 3767848.79 110.219 0.077 0.094 0.010
05232 665958.45 3767835.22 110.211 0.086 0.104 0.011
05233 665960.38 3767825.22 110.224 0.095 0.115 0.012
05234 665962.42 3767814.93 110.254 0.095 0.115 0.012
05235 665964.61 3767804.36 110.208 0.077 0.094 0.010
05236 665966.59 3767794.08 110.148 0.095 0.115 0.012
05237 665968.61 3767783.71 110.251 0.095 0.115 0.012
05238 665970.60 3767773.59 110.237 0.077 0.094 0.010
05239 665973.04 3767760.47 110.217 0.077 0.094 0.010
05240 665975.01 3767750.25 110.222 0.095 0.115 0.012
05241 665977.01 3767740.01 110.213 0.077 0.094 0.010
05242 665979.02 3767729.90 110.189 0.086 0.105 0.011
05243 665981.15 3767719.57 110.220 0.077 0.094 0.010
05244 665983.24 3767709.44 110.200 0.086 0.105 0.011
05245 665985.12 3767699.18 110.215 0.086 0.105 0.011
05246 665987.09 3767688.68 110.202 0.095 0.115 0.012
05247 665989.07 3767678.19 110.169 0.078 0.095 0.010
05248 665991.05 3767667.58 110.176 0.086 0.105 0.011
05249 665992.87 3767657.12 110.197 0.086 0.105 0.011
05250 665994.62 3767646.61 110.188 0.095 0.116 0.012
05251 665996.50 3767635.89 110.170 0.086 0.105 0.011
05252 665998.26 3767625.38 110.197 0.078 0.095 0.010
159
05253 666000.00 3767614.89 110.189 0.095 0.116 0.012
05254 666001.74 3767604.46 110.167 0.095 0.116 0.012
05255 666003.75 3767593.95 110.136 0.086 0.105 0.011
05256 666005.64 3767583.39 110.177 0.095 0.116 0.012
05257 666007.49 3767572.96 110.181 0.095 0.116 0.012
05258 666009.32 3767562.49 110.163 0.086 0.105 0.011
05259 666011.24 3767551.84 110.214 0.086 0.105 0.011
05260 666012.95 3767541.56 110.204 0.078 0.095 0.010
05261 666014.70 3767531.01 110.206 0.086 0.105 0.011
05262 666016.42 3767520.64 110.204 0.087 0.105 0.011
05263 666018.10 3767510.15 110.144 0.086 0.105 0.011
05264 666019.93 3767499.45 110.168 0.087 0.105 0.011
05265 666021.91 3767488.88 110.225 0.078 0.095 0.010
05266 666023.61 3767478.74 110.207 0.095 0.116 0.012
05267 666025.45 3767468.45 110.252 0.086 0.105 0.011
05268 666027.12 3767458.37 110.208 0.086 0.105 0.011
05269 666029.21 3767444.80 110.200 0.078 0.095 0.010
05270 666030.91 3767434.62 110.182 0.095 0.116 0.012
05271 666032.45 3767424.31 110.227 0.086 0.105 0.011
05272 666034.06 3767414.24 110.220 0.077 0.094 0.010
05273 666035.61 3767403.76 110.205 0.095 0.116 0.012
05274 666037.28 3767392.98 110.167 0.077 0.094 0.010
05275 666039.02 3767382.05 110.149 0.086 0.105 0.011
05276 666040.66 3767371.32 110.239 0.095 0.116 0.012
05277 666042.28 3767360.82 110.238 0.095 0.116 0.012
05278 666043.85 3767350.20 110.265 0.095 0.116 0.012
05279 666045.69 3767339.57 110.324 0.095 0.116 0.012
05280 666047.30 3767329.12 110.312 0.086 0.105 0.011
05281 666048.91 3767318.31 110.343 0.086 0.105 0.011
05282 666050.66 3767308.12 110.387 0.086 0.105 0.011
05283 666052.23 3767297.84 110.462 0.086 0.105 0.011
05284 666053.74 3767287.29 110.538 0.095 0.116 0.012
05285 666055.27 3767276.72 110.589 0.078 0.095 0.010
05286 666056.88 3767266.12 110.652 0.078 0.095 0.010
05287 666058.52 3767255.25 110.697 0.095 0.116 0.012
05288 666059.92 3767245.03 110.830 0.095 0.116 0.012
05289 666061.66 3767234.52 110.929 0.086 0.105 0.011
160
05290 666063.25 3767223.55 111.059 0.095 0.116 0.012
05291 666064.73 3767213.09 111.108 0.078 0.095 0.010
05292 666066.06 3767202.20 111.197 0.095 0.116 0.012
05293 666067.53 3767191.69 111.337 0.095 0.116 0.012
05294 666069.02 3767181.32 111.456 0.095 0.116 0.012
05295 666070.46 3767171.08 111.588 0.078 0.095 0.010
05296 666071.89 3767160.58 111.712 0.086 0.105 0.011
05297 666073.39 3767149.79 111.860 0.095 0.116 0.012
05298 666075.23 3767135.75 112.074 0.095 0.116 0.012
05299 666076.96 3767122.91 112.271 0.086 0.105 0.011
05300 666078.35 3767112.55 112.407 0.095 0.116 0.012
05301 666079.75 3767101.97 112.581 0.095 0.116 0.012
05302 666081.03 3767091.35 112.730 0.095 0.116 0.012
05303 666082.39 3767080.67 112.949 0.078 0.095 0.010
05304 666084.29 3767066.27 113.204 0.078 0.095 0.010
05305 666086.01 3767051.85 113.504 0.078 0.095 0.010
05306 666089.22 3767026.60 113.912 0.095 0.116 0.012
05307 666090.53 3767015.82 114.143 0.078 0.095 0.010
05308 666091.77 3767005.17 114.427 0.086 0.105 0.011
05309 666093.03 3766994.55 114.666 0.078 0.095 0.010
05310 666094.28 3766983.91 114.889 0.086 0.105 0.011
05311 666095.76 3766972.95 115.142 0.095 0.116 0.012
05312 666097.15 3766962.21 115.383 0.078 0.095 0.010
05313 666098.57 3766951.87 115.640 0.087 0.106 0.011
05314 666100.15 3766937.79 116.037 0.095 0.116 0.012
05315 666101.85 3766923.80 116.347 0.087 0.106 0.011
05316 666103.46 3766909.31 116.674 0.087 0.106 0.011
05317 666104.69 3766898.63 116.995 0.087 0.106 0.011
05318 666105.94 3766887.84 117.330 0.096 0.117 0.012
05319 666107.22 3766877.03 117.613 0.095 0.116 0.012
05320 666108.50 3766866.14 117.927 0.078 0.095 0.010
05321 666109.85 3766855.21 118.231 0.078 0.095 0.010
05322 666110.91 3766844.64 118.489 0.095 0.116 0.012
05323 666112.07 3766834.16 118.784 0.087 0.106 0.011
05324 666113.16 3766823.77 119.047 0.078 0.095 0.010
05325 666114.22 3766813.37 119.352 0.087 0.106 0.011
161
05326 666115.26 3766803.07 119.597 0.096 0.117 0.012
05327 666116.40 3766792.68 119.839 0.087 0.106 0.011
05328 666117.42 3766782.14 120.097 0.078 0.096 0.010
05329 666118.41 3766771.66 120.368 0.096 0.117 0.012
05330 666119.69 3766761.27 120.604 0.096 0.117 0.012
05331 666120.72 3766750.75 120.846 0.096 0.117 0.012
05332 666121.74 3766740.22 121.069 0.096 0.117 0.012
05333 666122.84 3766729.56 121.279 0.078 0.096 0.010
05334 666123.80 3766718.54 121.559 0.087 0.106 0.011
05335 666124.73 3766707.58 121.861 0.096 0.117 0.012
05336 666125.76 3766696.75 122.141 0.079 0.096 0.010
05337 666126.68 3766686.14 122.402 0.087 0.106 0.011
05338 666127.58 3766675.49 122.664 0.096 0.117 0.012
05339 666128.57 3766664.82 122.943 0.096 0.117 0.012
05340 666129.64 3766654.02 123.193 0.079 0.096 0.010
05341 666130.44 3766643.46 123.377 0.079 0.096 0.010
05342 666131.36 3766632.80 123.629 0.079 0.096 0.010
05343 666132.30 3766622.13 123.805 0.096 0.117 0.012
05344 666133.39 3766611.39 124.056 0.096 0.117 0.012
05345 666134.24 3766600.81 124.255 0.079 0.096 0.010
05346 666135.23 3766589.95 124.498 0.079 0.096 0.010
05347 666136.06 3766579.02 124.705 0.087 0.107 0.011
05348 666136.94 3766568.21 124.928 0.079 0.096 0.010
05349 666137.92 3766557.27 125.102 0.079 0.096 0.010
05350 666139.01 3766546.30 125.306 0.096 0.117 0.012
05351 666139.87 3766535.35 125.514 0.079 0.096 0.010
05352 666140.76 3766524.46 125.681 0.079 0.096 0.010
05353 666141.72 3766513.70 125.858 0.079 0.096 0.010
05354 666142.60 3766503.40 126.026 0.087 0.107 0.011
05355 666143.55 3766491.52 126.185 0.096 0.117 0.012
05356 666144.28 3766480.62 126.373 0.079 0.096 0.010
05357 666145.05 3766469.79 126.515 0.086 0.104 0.011
05358 666145.87 3766458.90 126.684 0.077 0.094 0.010
05359 666146.73 3766447.83 126.838 0.077 0.094 0.010
05360 666147.53 3766436.45 127.009 0.095 0.115 0.012
05361 666148.68 3766421.68 127.181 0.086 0.105 0.011
05362 666149.70 3766406.77 127.396 0.095 0.116 0.012
162
05363 666151.00 3766391.57 127.555 0.086 0.106 0.011
05364 666152.06 3766377.23 127.737 0.087 0.106 0.011
05365 666152.77 3766362.67 127.911 0.095 0.116 0.012
05366 666153.71 3766348.06 128.059 0.095 0.117 0.012
05367 666154.44 3766333.75 128.194 0.096 0.117 0.012
05368 666155.14 3766322.73 128.308 0.087 0.106 0.011
05369 666155.82 3766311.81 128.439 0.096 0.117 0.012
05370 666156.56 3766300.65 128.594 0.096 0.117 0.012
05371 666157.19 3766289.32 128.673 0.079 0.096 0.010
05372 666157.85 3766278.53 128.732 0.087 0.107 0.011
05373 666158.52 3766268.02 128.784 0.096 0.117 0.012
05374 666159.19 3766257.10 128.847 0.079 0.096 0.010
05375 666159.77 3766246.48 128.885 0.088 0.107 0.011
05376 666160.19 3766235.75 128.982 0.079 0.096 0.010
05377 666160.88 3766224.90 129.008 0.079 0.096 0.010
05378 666161.47 3766213.90 129.041 0.079 0.096 0.010
05379 666162.21 3766203.02 129.113 0.096 0.117 0.012
05380 666162.94 3766192.09 129.199 0.096 0.117 0.012
05381 666163.29 3766181.06 129.241 0.088 0.107 0.011
05382 666163.92 3766163.81 129.347 0.097 0.118 0.012
05383 666164.48 3766153.39 129.426 0.080 0.097 0.010
05384 666164.97 3766142.80 129.456 0.088 0.108 0.011
05385 666165.43 3766132.67 129.492 0.088 0.108 0.011
05386 666166.06 3766121.10 129.568 0.088 0.107 0.011
05387 666166.72 3766109.04 129.621 0.150 0.102 0.010
05388 666167.27 3766096.56 129.709 0.141 0.096 0.009
05389 666167.66 3766086.34 129.709 0.163 0.111 0.011
05390 666166.20 3766074.09 129.744 0.088 0.107 0.011
05391 666168.73 3766063.23 129.744 0.079 0.097 0.010
05392 666169.01 3766050.52 129.775 0.088 0.107 0.011
05393 666169.36 3766039.99 129.767 0.088 0.107 0.011
05394 666169.95 3766029.37 129.748 0.079 0.097 0.010
05395 666170.31 3766018.77 129.746 0.088 0.107 0.011
05396 666170.95 3766005.43 129.720 0.080 0.097 0.010
05397 666171.13 3765995.25 129.720 0.088 0.107 0.011
05398 666171.44 3765981.86 129.655 0.088 0.107 0.011
163
05399 666171.65 3765971.80 129.619 0.088 0.107 0.011
05400 666171.90 3765961.76 129.569 0.088 0.107 0.011
05401 666172.25 3765951.48 129.539 0.088 0.107 0.011
05402 666172.39 3765941.13 129.487 0.080 0.097 0.010
05403 666172.66 3765930.55 129.404 0.088 0.107 0.011
05404 666173.04 3765920.04 129.344 0.097 0.118 0.012
05405 666173.52 3765909.25 129.239 0.088 0.107 0.011
05406 666173.91 3765898.37 129.189 0.088 0.108 0.011
05407 666174.25 3765887.71 129.072 0.088 0.107 0.011
05408 666174.62 3765876.86 129.025 0.080 0.097 0.010
05409 666174.91 3765865.83 128.954 0.080 0.097 0.010
05410 666175.21 3765854.74 128.841 0.097 0.118 0.012
05411 666175.57 3765831.75 128.546 0.080 0.097 0.010
05412 666175.70 3765820.92 128.429 0.080 0.097 0.010
05413 666175.77 3765809.90 128.328 0.115 0.080 0.008
05414 666175.82 3765799.09 128.192 0.136 0.094 0.009
05415 666176.04 3765788.17 128.101 0.139 0.096 0.009
05416 666176.11 3765777.36 127.997 0.158 0.109 0.011
05417 666176.49 3765766.82 127.957 0.161 0.111 0.011
05418 666176.70 3765756.04 127.793 0.148 0.102 0.010
05419 666176.79 3765745.22 127.689 0.096 0.118 0.012
05420 666177.02 3765734.14 127.593 0.080 0.097 0.010
05421 666177.36 3765722.83 127.448 0.080 0.097 0.010
05422 666177.27 3765711.74 127.348 0.080 0.097 0.010
05423 666177.27 3765700.41 127.253 0.080 0.097 0.010
05424 666177.37 3765689.48 127.087 0.080 0.097 0.010
05425 666177.57 3765678.51 126.942 0.080 0.097 0.010
05426 666177.74 3765667.57 126.778 0.080 0.097 0.010
05427 666177.77 3765656.44 126.590 0.088 0.107 0.011
05428 666177.75 3765645.75 126.439 0.088 0.108 0.011
05429 666177.61 3765634.77 126.304 0.088 0.108 0.011
05430 666177.55 3765623.73 126.121 0.088 0.108 0.011
05431 666177.52 3765612.70 125.925 0.080 0.097 0.010
05432 666177.47 3765601.55 125.801 0.080 0.097 0.010
05433 666177.45 3765590.73 125.660 0.088 0.108 0.011
05434 666177.45 3765580.26 125.414 0.097 0.118 0.013
05435 666177.30 3765569.59 125.261 0.097 0.118 0.013
164
05436 666177.21 3765558.89 125.028 0.097 0.118 0.013
05437 666177.24 3765545.34 124.763 0.097 0.118 0.013
05438 666177.39 3765535.25 124.570 0.097 0.118 0.013
05439 666177.30 3765521.87 124.381 0.080 0.098 0.010
05440 666177.18 3765511.57 124.172 0.080 0.098 0.010
05441 666177.22 3765501.24 124.005 0.089 0.108 0.011
05442 666177.05 3765490.77 123.806 0.089 0.108 0.011
05443 666176.85 3765480.28 123.564 0.080 0.097 0.010
05444 666176.63 3765469.84 123.338 0.080 0.097 0.010
05445 666176.37 3765459.31 123.103 0.088 0.108 0.011
05446 666176.33 3765449.21 122.890 0.080 0.097 0.010
05447 666176.09 3765439.07 122.645 0.080 0.097 0.010
05448 666175.95 3765428.85 122.420 0.097 0.118 0.013
05449 666175.66 3765418.40 122.197 0.097 0.118 0.013
05450 666175.14 3765397.38 121.688 0.097 0.118 0.013
05451 666175.03 3765386.61 121.433 0.097 0.118 0.013
05452 666174.91 3765375.58 121.163 0.089 0.108 0.011
05453 666174.67 3765364.80 120.930 0.097 0.118 0.013
05454 666174.47 3765354.05 120.632 0.097 0.118 0.013
05455 666174.29 3765342.80 120.375 0.089 0.108 0.011
05456 666173.98 3765331.82 120.095 0.097 0.118 0.013
05457 666173.64 3765321.03 119.794 0.089 0.108 0.011
05458 666173.34 3765310.27 119.535 0.089 0.108 0.011
05459 666173.33 3765299.30 119.224 0.097 0.118 0.013
05460 666173.12 3765288.67 118.904 0.097 0.118 0.013
05461 666172.90 3765277.88 118.683 0.089 0.108 0.011
05462 666172.59 3765267.10 118.354 0.080 0.098 0.010
05463 666172.24 3765256.17 118.082 0.080 0.098 0.010
05464 666171.91 3765245.90 117.782 0.080 0.098 0.010
05465 666171.72 3765235.77 117.483 0.089 0.108 0.011
05466 666171.34 3765225.05 117.196 0.097 0.118 0.013
05467 666171.08 3765214.49 116.910 0.089 0.108 0.011
05468 666170.80 3765204.31 116.605 0.089 0.108 0.011
05469 666170.48 3765193.86 116.306 0.080 0.098 0.010
05470 666170.26 3765183.33 115.958 0.089 0.108 0.011
05471 666169.80 3765172.26 115.565 0.097 0.118 0.013
165
APPENDIX H
Control Survey Listing MVRM Calibration Site - Dist. 07
East bound I-210 bridge south of Maplewood between Lake Charles & Sulphur
Date & Time 3/24/2014 9:47 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 48
MVRM Control – 07 East bound I-210 bridge south of Maplewood ‘tween Lake Charles &
Sulphur
166
Figure 49
MVRM Control – 07 Profile 10 X vertical
167
Point ID Northing Easting Elevation H Prc V Prc RMS
0701 627089.48 2663617.57 12.60 0.08 0.08 0.01
0702 622289.08 2667430.13 61.59 0.07 0.09 0.01
07001 627090.84 2663616.82 12.62 0.14 0.13 0.01
07002 627081.87 2663622.89 12.71 0.11 0.10 0.01
07003 627072.22 2663629.84 12.75 0.11 0.10 0.01
07004 627061.81 2663637.03 12.79 0.13 0.12 0.01
07005 627053.22 2663642.98 12.82 0.12 0.11 0.01
07006 627044.47 2663648.80 12.86 0.13 0.12 0.01
07007 627036.12 2663654.34 12.93 0.11 0.10 0.01
07008 627027.48 2663660.38 13.00 0.13 0.12 0.01
07009 627018.77 2663666.41 13.11 0.11 0.10 0.01
07010 627009.90 2663672.61 13.18 0.13 0.12 0.01
07011 627001.52 2663678.30 13.25 0.11 0.12 0.01
07012 626993.29 2663684.09 13.36 0.13 0.12 0.01
07013 626984.69 2663690.09 13.49 0.12 0.11 0.01
07014 626975.41 2663696.33 13.60 0.13 0.12 0.01
07015 626966.21 2663702.73 13.76 0.12 0.11 0.01
07016 626956.84 2663709.35 13.88 0.12 0.11 0.01
07017 626947.70 2663715.81 14.04 0.11 0.10 0.01
07018 626938.45 2663722.30 14.23 0.12 0.11 0.01
07019 626929.11 2663728.85 14.40 0.11 0.10 0.01
07020 626919.51 2663735.54 14.57 0.13 0.12 0.01
07021 626910.28 2663742.01 14.81 0.11 0.10 0.01
07022 626900.61 2663748.87 14.99 0.11 0.10 0.01
07023 626891.08 2663755.44 15.31 0.13 0.12 0.01
07024 626881.49 2663762.22 15.49 0.11 0.10 0.01
07025 626872.03 2663768.87 15.74 0.12 0.11 0.01
07026 626862.49 2663775.41 15.99 0.11 0.10 0.01
07027 626852.84 2663781.94 16.22 0.13 0.12 0.01
07028 626843.58 2663788.46 16.50 0.13 0.12 0.01
07029 626834.34 2663794.89 16.80 0.11 0.10 0.01
07030 626824.97 2663801.23 17.05 0.13 0.12 0.01
07031 626815.12 2663808.28 17.35 0.13 0.12 0.01
07032 626805.62 2663814.69 17.67 0.11 0.10 0.01
07033 626795.76 2663821.48 18.00 0.12 0.11 0.01
07034 626785.83 2663828.34 18.34 0.12 0.11 0.01
168
07035 626776.18 2663835.17 18.71 0.11 0.10 0.01
07036 626766.60 2663841.96 19.06 0.13 0.12 0.01
07037 626756.84 2663848.61 19.46 0.11 0.10 0.01
07038 626747.03 2663855.47 19.85 0.13 0.12 0.01
07039 626737.05 2663862.36 20.26 0.12 0.11 0.01
07040 626727.14 2663869.26 20.67 0.13 0.12 0.01
07041 626717.14 2663876.15 21.08 0.12 0.11 0.01
07042 626707.49 2663882.80 21.55 0.12 0.11 0.01
07043 626697.53 2663889.61 22.02 0.11 0.10 0.01
07044 626688.11 2663896.33 22.50 0.13 0.12 0.01
07045 626678.43 2663903.21 22.94 0.11 0.10 0.01
07046 626668.83 2663909.70 23.43 0.12 0.11 0.01
07047 626659.12 2663916.52 23.89 0.12 0.11 0.01
07048 626649.53 2663923.17 24.41 0.13 0.12 0.01
07049 626639.60 2663930.11 24.95 0.13 0.12 0.01
07050 626629.85 2663936.94 25.45 0.11 0.10 0.01
07051 626620.14 2663943.70 25.99 0.11 0.10 0.01
07052 626610.56 2663950.49 26.51 0.13 0.12 0.01
07053 626601.46 2663956.95 27.09 0.11 0.10 0.01
07054 626590.45 2663964.52 27.71 0.13 0.12 0.01
07055 626580.75 2663971.40 28.33 0.13 0.12 0.01
07056 626571.03 2663978.11 28.89 0.12 0.11 0.01
07057 626561.43 2663984.99 29.47 0.12 0.11 0.01
07058 626551.17 2663992.23 30.11 0.13 0.12 0.01
07059 626541.20 2663999.09 30.67 0.12 0.11 0.01
07060 626531.47 2664005.86 31.29 0.13 0.12 0.01
07061 626521.33 2664012.76 31.92 0.11 0.11 0.01
07062 626511.73 2664019.25 32.49 0.13 0.12 0.01
07063 626502.49 2664025.65 33.07 0.12 0.12 0.01
07064 626493.08 2664032.30 33.66 0.12 0.12 0.01
07065 626483.60 2664038.80 34.20 0.10 0.10 0.01
07066 626474.26 2664045.10 34.78 0.12 0.12 0.01
07067 626464.70 2664051.82 35.35 0.11 0.11 0.01
07068 626455.47 2664059.08 35.96 0.11 0.11 0.01
07069 626445.81 2664065.77 36.55 0.10 0.10 0.01
07070 626435.65 2664072.44 37.14 0.11 0.11 0.01
169
07071 626426.02 2664079.20 37.76 0.12 0.12 0.01
07072 626416.23 2664086.12 38.33 0.12 0.12 0.01
07073 626406.37 2664092.83 38.96 0.12 0.12 0.01
07074 626396.34 2664099.51 39.54 0.12 0.12 0.01
07075 626386.69 2664105.92 40.11 0.12 0.12 0.01
07076 626377.03 2664112.67 40.72 0.12 0.12 0.01
07077 626367.36 2664119.58 41.30 0.10 0.11 0.01
07078 626357.80 2664126.10 41.91 0.12 0.11 0.01
07079 626346.19 2664134.29 42.63 0.11 0.10 0.01
07080 626335.96 2664141.30 43.24 0.10 0.09 0.01
07081 626326.37 2664148.16 43.85 0.11 0.10 0.01
07082 626315.93 2664155.07 44.42 0.10 0.09 0.01
07083 626306.11 2664161.95 45.00 0.10 0.09 0.01
07084 626296.30 2664168.75 45.64 0.12 0.11 0.01
07085 626286.53 2664175.45 46.25 0.12 0.11 0.01
07086 626276.79 2664182.14 46.84 0.10 0.09 0.01
07087 626266.73 2664189.06 47.48 0.12 0.11 0.01
07088 626256.61 2664195.98 48.07 0.12 0.11 0.01
07089 626246.76 2664202.74 48.69 0.10 0.09 0.01
07090 626236.85 2664209.71 49.31 0.11 0.10 0.01
07091 626227.00 2664216.53 49.93 0.11 0.10 0.01
07092 626217.69 2664223.02 50.45 0.10 0.09 0.01
07093 626207.96 2664229.81 51.07 0.10 0.09 0.01
07094 626198.04 2664236.56 51.68 0.11 0.10 0.01
07095 626188.63 2664242.95 52.25 0.10 0.11 0.01
07096 626179.50 2664249.57 52.83 0.10 0.11 0.01
07097 626170.02 2664256.03 53.39 0.09 0.10 0.01
07098 626160.23 2664262.82 53.98 0.10 0.11 0.01
07099 626150.25 2664269.85 54.62 0.10 0.11 0.01
07100 626140.34 2664276.82 55.19 0.11 0.13 0.01
07101 626130.83 2664283.57 55.80 0.10 0.11 0.01
07102 626121.16 2664290.31 56.37 0.11 0.13 0.01
07103 626111.21 2664297.15 56.92 0.09 0.10 0.01
07104 626101.13 2664304.23 57.59 0.09 0.10 0.01
07105 626091.30 2664311.01 58.18 0.10 0.11 0.01
07106 626081.46 2664318.30 58.79 0.10 0.12 0.01
07107 626071.28 2664325.23 59.40 0.10 0.12 0.01
170
07108 626061.57 2664332.02 59.93 0.09 0.10 0.01
07109 626052.20 2664338.54 60.47 0.10 0.12 0.01
07110 626043.44 2664344.62 61.01 0.09 0.10 0.01
07111 626033.07 2664351.71 61.73 0.12 0.13 0.01
07112 626023.23 2664358.66 62.31 0.10 0.12 0.01
07113 626013.10 2664365.68 62.92 0.09 0.10 0.01
07114 626002.98 2664372.48 63.55 0.12 0.13 0.01
07115 625993.09 2664379.23 64.14 0.12 0.13 0.01
07116 625983.49 2664385.89 64.77 0.04 0.12 0.00
07117 625973.54 2664392.74 65.34 0.09 0.10 0.01
07118 625963.71 2664399.66 65.95 0.09 0.10 0.01
07119 625953.69 2664406.46 66.56 0.11 0.12 0.01
07120 625944.01 2664413.16 67.10 0.09 0.10 0.01
07121 625934.31 2664419.91 67.72 0.09 0.10 0.01
07122 625924.29 2664426.75 68.37 0.09 0.10 0.01
07123 625914.83 2664433.21 68.90 0.10 0.11 0.01
07124 625905.34 2664439.85 69.50 0.09 0.10 0.01
07125 625896.04 2664446.41 70.06 0.11 0.13 0.01
07126 625886.64 2664452.97 70.62 0.09 0.10 0.01
07127 625877.26 2664459.43 71.18 0.11 0.13 0.01
07128 625867.57 2664466.19 71.84 0.11 0.13 0.01
07129 625817.36 2664501.80 74.85 0.07 0.08 0.01
07130 625807.02 2664509.04 75.52 0.12 0.13 0.01
07131 625793.05 2664518.78 76.36 0.10 0.11 0.01
07132 625782.88 2664525.73 77.01 0.07 0.08 0.01
07133 625772.83 2664532.95 77.60 0.08 0.08 0.01
07134 625759.59 2664542.06 78.44 0.09 0.10 0.01
07135 625749.32 2664549.09 79.04 0.09 0.10 0.01
07136 625735.35 2664558.50 79.86 0.09 0.10 0.01
07137 625721.70 2664568.26 80.71 0.09 0.09 0.01
07138 625711.69 2664575.28 81.33 0.10 0.11 0.01
07139 625701.83 2664581.98 81.93 0.09 0.10 0.01
07140 625692.22 2664588.79 82.50 0.09 0.10 0.01
07141 625682.99 2664595.23 83.06 0.10 0.11 0.01
07142 625672.72 2664602.31 83.68 0.08 0.09 0.01
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171
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172
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173
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174
07254 624530.11 2665396.51 149.41 0.10 0.11 0.01
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175
07290 624160.59 2665653.48 157.71 0.10 0.11 0.01
07291 624146.73 2665663.08 157.85 0.10 0.11 0.01
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176
07327 623783.13 2665915.71 155.99 0.07 0.08 0.01
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177
07363 623428.24 2666161.92 145.00 0.10 0.12 0.01
07364 623418.75 2666168.54 144.59 0.09 0.10 0.01
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178
07400 623035.51 2666463.36 122.62 0.09 0.11 0.01
07401 623026.74 2666471.27 122.09 0.09 0.11 0.01
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07434 622755.14 2666745.27 103.03 0.10 0.12 0.01
07435 622747.21 2666754.14 102.44 0.08 0.09 0.01
179
07436 622739.72 2666762.86 101.84 0.09 0.11 0.01
07437 622731.84 2666771.72 101.30 0.10 0.12 0.01
07438 622723.89 2666780.98 100.67 0.08 0.09 0.01
07439 622716.10 2666789.97 100.09 0.09 0.11 0.01
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07457 622582.08 2666957.93 89.49 0.10 0.11 0.01
07458 622575.23 2666967.29 88.84 0.10 0.11 0.01
07459 622568.21 2666976.91 88.27 0.09 0.10 0.01
07460 622561.30 2666986.31 87.69 0.10 0.11 0.01
07461 622554.34 2666995.92 87.09 0.10 0.11 0.01
07462 622547.40 2667005.42 86.48 0.10 0.11 0.01
07463 622540.49 2667014.98 85.89 0.10 0.11 0.01
07464 622533.63 2667024.77 85.30 0.08 0.09 0.01
07465 622527.77 2667033.27 84.77 0.08 0.09 0.01
07466 622521.95 2667041.69 84.23 0.08 0.09 0.01
07467 622514.51 2667051.91 83.67 0.08 0.09 0.01
07468 622507.61 2667061.87 83.03 0.10 0.11 0.01
07469 622500.78 2667071.92 82.52 0.08 0.09 0.01
07470 622493.41 2667082.46 81.87 0.10 0.11 0.01
07471 622486.29 2667092.96 81.22 0.09 0.10 0.01
07472 622479.34 2667103.23 80.58 0.09 0.10 0.01
180
07473 622472.63 2667113.42 79.92 0.10 0.11 0.01
07474 622465.97 2667123.96 79.34 0.09 0.10 0.01
07475 622459.32 2667134.24 78.70 0.08 0.09 0.01
07476 622452.90 2667144.53 78.18 0.09 0.10 0.01
07477 622446.08 2667154.83 77.50 0.08 0.09 0.01
07478 622439.65 2667164.60 76.95 0.09 0.10 0.01
07479 622433.63 2667174.31 76.36 0.08 0.09 0.01
07480 622427.49 2667184.16 75.76 0.10 0.11 0.01
07481 622421.29 2667194.30 75.19 0.10 0.11 0.01
07482 622414.81 2667204.72 74.61 0.09 0.10 0.01
07483 622408.59 2667214.88 74.03 0.08 0.09 0.01
07484 622402.29 2667224.95 73.47 0.10 0.11 0.01
07485 622396.27 2667234.80 72.88 0.09 0.10 0.01
07486 622390.40 2667244.32 72.37 0.08 0.09 0.01
07487 622384.46 2667254.43 71.73 0.09 0.10 0.01
07488 622378.15 2667264.86 71.13 0.09 0.10 0.01
07489 622370.18 2667278.88 70.33 0.08 0.09 0.01
07490 622362.34 2667292.54 69.57 0.09 0.10 0.01
07491 622356.57 2667302.73 69.01 0.10 0.11 0.01
07492 622350.75 2667312.84 68.37 0.08 0.09 0.01
07493 622345.06 2667323.14 67.75 0.09 0.11 0.01
07494 622337.13 2667337.83 66.94 0.09 0.10 0.01
07495 622331.47 2667348.46 66.37 0.10 0.11 0.01
07496 622325.89 2667358.58 65.77 0.10 0.11 0.01
07497 622320.46 2667368.75 65.22 0.09 0.10 0.01
07498 622315.06 2667379.45 64.61 0.09 0.11 0.01
07499 622309.26 2667390.35 63.98 0.09 0.11 0.01
07500 622303.75 2667400.99 63.35 0.08 0.09 0.01
07501 622298.09 2667411.76 62.75 0.09 0.10 0.01
07502 622293.29 2667421.08 62.21 0.10 0.11 0.01
07503 622288.35 2667430.57 61.61 0.09 0.10 0.01
181
APPENDIX I
Control Survey Listing MVRM Calibration Site - Dist. 08
East bound bridge over LA Highway 6 over Toledo Bend Reservoir
Date & Time 4/07/2014 3:49 PM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 50
MVRM Control – 08 East bound bridge over LA Highway 6 over Toledo Bend Reservoir
Figure 51
MVRM Control – 08 Profile 10 X vertical
182
Point ID Northing Easting Elevation H Prc V Prc RMS
0801 354131.39 2893160.18 194.14 0.11 0.13 0.01
0802 357235.57 2897561.42 183.82 0.06 0.08 0.01
080001 354131.42 2893160.17 194.18 0.06 0.07 0.01
080002 354138.09 2893170.12 194.02 0.06 0.07 0.01
080003 354144.33 2893179.12 193.95 0.07 0.08 0.01
080004 354150.37 2893188.09 193.80 0.06 0.07 0.01
080005 354156.60 2893197.09 193.65 0.07 0.08 0.01
080006 354162.92 2893206.05 193.53 0.07 0.08 0.01
080007 354169.69 2893215.64 193.36 0.06 0.07 0.01
080008 354176.79 2893225.51 193.16 0.06 0.07 0.01
080009 354183.57 2893235.02 193.02 0.06 0.07 0.01
080010 354190.06 2893244.50 192.88 0.05 0.06 0.01
080011 354197.00 2893254.18 192.67 0.06 0.07 0.01
080012 354203.80 2893264.19 192.49 0.05 0.06 0.01
080013 354210.79 2893274.25 192.31 0.06 0.07 0.01
080014 354217.98 2893284.47 192.13 0.07 0.08 0.01
080015 354225.08 2893294.64 191.88 0.05 0.06 0.01
080016 354232.27 2893304.84 191.74 0.05 0.06 0.01
080017 354241.10 2893317.12 191.42 0.05 0.06 0.01
080018 354248.19 2893327.22 191.20 0.07 0.08 0.01
080019 354255.42 2893337.47 190.95 0.06 0.07 0.01
080020 354262.65 2893347.89 190.75 0.07 0.08 0.01
080021 354269.96 2893358.11 190.48 0.07 0.08 0.01
080022 354277.07 2893367.97 190.25 0.07 0.08 0.01
080023 354284.54 2893378.39 190.01 0.06 0.07 0.01
080024 354291.69 2893388.72 189.71 0.06 0.07 0.01
080025 354298.79 2893398.75 189.51 0.07 0.08 0.01
080026 354305.82 2893409.03 189.27 0.05 0.06 0.01
080027 354312.91 2893419.05 189.05 0.06 0.06 0.01
080028 354319.96 2893429.11 188.81 0.06 0.07 0.01
080029 354327.18 2893439.26 188.53 0.07 0.08 0.01
080030 354334.33 2893449.50 188.23 0.05 0.06 0.01
080031 354341.71 2893459.77 188.03 0.07 0.08 0.01
080032 354348.50 2893469.28 187.84 0.09 0.10 0.01
080033 354355.67 2893479.53 187.63 0.06 0.07 0.00
183
080034 354362.70 2893489.51 187.34 0.06 0.08 0.00
080035 354369.77 2893499.08 187.00 0.06 0.07 0.01
080036 354376.68 2893508.73 186.80 0.06 0.06 0.01
080037 354383.45 2893518.25 186.57 0.08 0.09 0.01
080038 354390.34 2893527.81 186.36 0.07 0.08 0.01
080039 354397.05 2893537.48 186.14 0.07 0.08 0.01
080040 354403.71 2893547.10 185.91 0.07 0.08 0.01
080041 354410.40 2893556.74 185.72 0.06 0.06 0.01
080042 354417.00 2893566.32 185.59 0.07 0.08 0.01
080043 354423.71 2893575.72 185.39 0.06 0.07 0.01
080044 354430.41 2893585.32 185.29 0.06 0.07 0.01
080045 354437.01 2893594.54 185.13 0.07 0.08 0.01
080046 354443.49 2893603.93 185.04 0.07 0.08 0.01
080047 354450.24 2893613.50 184.85 0.05 0.06 0.01
080048 354456.94 2893622.75 184.72 0.07 0.08 0.01
080049 354463.26 2893631.87 184.61 0.06 0.07 0.01
080050 354469.85 2893641.16 184.51 0.05 0.06 0.01
080051 354476.58 2893650.50 184.42 0.05 0.06 0.01
080052 354483.31 2893660.17 184.29 0.05 0.06 0.01
080053 354490.17 2893669.66 184.23 0.06 0.07 0.01
080054 354496.80 2893679.10 184.16 0.06 0.07 0.01
080055 354503.50 2893688.62 184.13 0.05 0.06 0.01
080056 354510.24 2893698.33 184.08 0.05 0.06 0.01
080057 354516.95 2893707.40 184.02 0.06 0.07 0.01
080058 354523.51 2893716.57 184.00 0.05 0.06 0.01
080059 354530.19 2893726.06 183.96 0.06 0.07 0.01
080060 354536.80 2893735.80 183.95 0.06 0.07 0.01
080061 354543.68 2893745.48 183.99 0.06 0.07 0.01
080062 354550.44 2893755.08 183.99 0.07 0.08 0.01
080063 354556.90 2893764.35 183.98 0.05 0.06 0.01
080064 354563.64 2893773.82 183.99 0.05 0.06 0.01
080065 354571.97 2893785.86 183.95 0.06 0.07 0.01
080066 354579.15 2893795.80 183.98 0.07 0.08 0.01
080067 354586.10 2893805.96 183.95 0.07 0.08 0.01
080068 354593.32 2893816.08 183.96 0.07 0.08 0.01
080069 354600.21 2893826.09 183.97 0.06 0.07 0.01
080070 354607.19 2893836.04 183.90 0.06 0.07 0.01
184
080071 354614.45 2893846.55 183.94 0.06 0.07 0.01
080072 354621.68 2893856.66 183.94 0.06 0.07 0.01
080073 354628.58 2893866.68 183.96 0.07 0.08 0.01
080074 354635.75 2893876.98 183.97 0.07 0.08 0.01
080075 354643.07 2893887.25 183.95 0.07 0.08 0.01
080076 354652.50 2893900.20 183.93 0.07 0.08 0.01
080077 354660.18 2893910.82 183.96 0.07 0.08 0.01
080078 354667.83 2893921.64 183.95 0.05 0.06 0.01
080079 354675.28 2893932.38 183.95 0.07 0.08 0.01
080080 354682.80 2893942.94 183.97 0.05 0.06 0.01
080081 354690.49 2893953.73 183.96 0.05 0.06 0.01
080082 354697.91 2893964.17 183.99 0.05 0.06 0.01
080083 354705.19 2893974.38 183.97 0.05 0.06 0.01
080084 354712.62 2893984.87 184.00 0.05 0.06 0.01
080085 354719.90 2893995.44 183.96 0.05 0.06 0.01
080086 354727.47 2894006.14 183.94 0.07 0.08 0.01
080087 354733.47 2894014.49 184.00 0.08 0.10 0.01
080088 354739.49 2894023.12 183.92 0.09 0.10 0.01
080089 354745.30 2894031.38 183.93 0.08 0.09 0.01
080090 354753.10 2894042.40 183.97 0.09 0.10 0.01
080091 354759.26 2894050.71 184.02 0.06 0.07 0.00
080092 354765.07 2894059.13 183.97 0.05 0.06 0.01
080093 354772.75 2894069.93 183.95 0.06 0.07 0.01
080094 354778.39 2894078.20 183.96 0.06 0.07 0.01
080095 354784.18 2894086.40 183.99 0.07 0.08 0.01
080096 354791.47 2894096.83 184.03 0.06 0.07 0.01
080097 354797.27 2894105.00 184.02 0.07 0.08 0.01
080098 354804.82 2894115.76 183.97 0.06 0.07 0.01
080099 354810.70 2894124.08 183.91 0.07 0.08 0.01
080100 354820.14 2894137.20 183.91 0.06 0.07 0.01
080101 354826.75 2894146.76 183.97 0.06 0.07 0.01
080102 354832.50 2894154.97 183.91 0.06 0.07 0.01
080103 354839.71 2894165.65 183.97 0.05 0.06 0.01
080104 354847.40 2894176.25 183.95 0.07 0.08 0.01
080105 354853.32 2894184.67 183.95 0.07 0.08 0.01
080106 354860.90 2894195.31 183.94 0.06 0.07 0.01
185
080107 354868.15 2894205.63 183.93 0.06 0.07 0.01
080108 354875.18 2894215.41 183.96 0.06 0.07 0.01
080109 354882.19 2894225.41 183.92 0.05 0.06 0.01
080110 354889.48 2894235.66 183.92 0.07 0.08 0.01
080111 354896.41 2894245.72 183.90 0.05 0.06 0.01
080112 354903.43 2894255.66 183.92 0.07 0.08 0.01
080113 354910.46 2894265.69 183.95 0.07 0.08 0.01
080114 354918.12 2894276.35 183.93 0.07 0.08 0.01
080115 354925.76 2894287.26 183.89 0.06 0.08 0.01
080116 354933.51 2894297.88 183.88 0.05 0.06 0.01
080117 354941.09 2894308.77 183.87 0.07 0.08 0.01
080118 354948.67 2894319.29 183.88 0.05 0.06 0.01
080119 354955.75 2894329.42 183.90 0.06 0.07 0.01
080120 354963.14 2894339.85 183.89 0.06 0.07 0.00
080121 354970.79 2894350.51 183.86 0.06 0.07 0.00
080122 354977.95 2894360.95 183.90 0.06 0.06 0.01
080123 354985.49 2894371.38 183.87 0.07 0.07 0.01
080124 354992.63 2894381.71 183.91 0.07 0.08 0.01
080125 355000.21 2894391.94 183.88 0.05 0.06 0.01
080126 355007.53 2894402.44 183.86 0.05 0.06 0.01
080127 355013.54 2894410.92 183.87 0.07 0.08 0.01
080128 355019.47 2894419.48 183.91 0.05 0.06 0.01
080129 355025.42 2894427.79 183.91 0.06 0.07 0.01
080130 355031.51 2894436.44 183.96 0.06 0.07 0.01
080131 355037.43 2894444.97 183.93 0.06 0.07 0.01
080132 355043.37 2894453.19 183.90 0.05 0.06 0.01
080133 355051.05 2894463.91 183.93 0.07 0.08 0.01
080134 355058.65 2894474.50 183.93 0.06 0.07 0.01
080135 355064.52 2894482.89 183.98 0.05 0.06 0.01
080136 355073.82 2894496.17 183.97 0.06 0.07 0.01
080137 355081.05 2894506.78 183.96 0.07 0.08 0.01
080138 355088.55 2894517.28 183.94 0.06 0.07 0.01
080139 355094.29 2894525.48 183.90 0.06 0.07 0.01
080140 355101.86 2894536.02 183.93 0.07 0.08 0.01
080141 355108.92 2894546.18 183.95 0.07 0.08 0.01
080142 355116.14 2894556.40 183.96 0.07 0.08 0.01
080143 355123.25 2894566.70 183.97 0.05 0.06 0.01
186
080144 355130.69 2894577.00 183.92 0.07 0.08 0.01
080145 355138.09 2894587.71 183.93 0.05 0.06 0.01
080146 355145.77 2894598.57 183.98 0.06 0.07 0.01
080147 355153.37 2894609.26 183.95 0.08 0.10 0.01
080148 355159.47 2894617.57 184.00 0.07 0.07 0.01
080149 355165.24 2894625.81 183.97 0.08 0.10 0.01
080150 355171.18 2894634.20 184.02 0.07 0.08 0.01
080151 355177.07 2894642.77 183.92 0.08 0.09 0.01
080152 355184.42 2894653.50 183.97 0.06 0.06 0.01
080153 355192.01 2894664.24 183.99 0.05 0.06 0.01
080154 355199.39 2894674.67 184.00 0.07 0.08 0.01
080155 355207.04 2894685.15 183.96 0.06 0.07 0.01
080156 355214.62 2894695.74 183.97 0.06 0.07 0.01
080157 355220.64 2894704.64 183.97 0.06 0.07 0.01
080158 355226.60 2894713.15 183.98 0.08 0.09 0.01
080159 355232.55 2894721.56 183.99 0.06 0.08 0.01
080160 355240.13 2894732.38 184.00 0.07 0.09 0.01
080161 355247.42 2894742.70 184.00 0.07 0.08 0.01
080162 355254.92 2894753.14 183.97 0.05 0.06 0.01
080163 355262.25 2894763.85 183.95 0.07 0.08 0.01
080164 355269.65 2894774.39 183.93 0.05 0.06 0.01
080165 355277.42 2894785.07 183.86 0.06 0.07 0.01
080166 355285.15 2894795.86 183.93 0.06 0.07 0.01
080167 355291.02 2894804.07 183.94 0.07 0.08 0.01
080168 355296.77 2894812.30 183.93 0.07 0.09 0.01
080169 355302.62 2894820.61 183.96 0.06 0.07 0.01
080170 355308.43 2894829.02 183.94 0.05 0.06 0.01
080171 355314.33 2894837.35 183.97 0.06 0.07 0.01
080172 355321.78 2894848.23 183.93 0.06 0.07 0.01
080173 355329.39 2894858.80 183.94 0.06 0.07 0.01
080174 355335.36 2894867.29 183.95 0.06 0.07 0.01
080175 355341.30 2894875.87 183.93 0.06 0.07 0.01
080176 355347.35 2894884.60 183.91 0.07 0.08 0.01
080177 355353.52 2894893.48 183.93 0.05 0.06 0.01
080178 355359.75 2894902.56 183.95 0.05 0.06 0.01
080179 355366.06 2894911.29 183.90 0.06 0.07 0.01
187
080180 355371.97 2894919.69 183.91 0.05 0.06 0.01
080181 355377.84 2894928.04 183.91 0.05 0.06 0.01
080182 355383.76 2894936.38 183.95 0.06 0.07 0.01
080183 355391.24 2894946.89 183.95 0.07 0.09 0.01
080184 355398.85 2894957.70 183.96 0.06 0.06 0.01
080185 355404.63 2894965.91 183.93 0.07 0.09 0.01
080186 355410.44 2894974.19 183.93 0.06 0.08 0.01
080187 355416.19 2894982.41 183.94 0.06 0.07 0.01
080188 355423.81 2894993.30 183.94 0.06 0.07 0.01
080189 355431.41 2895003.86 183.90 0.05 0.06 0.01
080190 355438.86 2895014.22 183.91 0.06 0.07 0.01
080191 355447.83 2895026.93 183.92 0.07 0.09 0.01
080192 355453.63 2895035.09 183.90 0.07 0.08 0.01
080193 355459.34 2895043.43 183.92 0.06 0.07 0.01
080194 355468.85 2895056.95 183.93 0.06 0.07 0.01
080195 355476.46 2895067.81 183.97 0.05 0.06 0.01
080196 355484.18 2895078.63 183.92 0.05 0.06 0.01
080197 355490.10 2895086.75 183.93 0.06 0.07 0.01
080198 355497.67 2895097.35 183.90 0.06 0.07 0.01
080199 355503.58 2895105.73 183.91 0.05 0.06 0.01
080200 355509.38 2895114.01 183.91 0.07 0.08 0.01
080201 355516.78 2895124.78 183.93 0.05 0.06 0.01
080202 355522.64 2895132.95 183.94 0.07 0.08 0.01
080203 355528.51 2895141.21 183.95 0.05 0.06 0.01
080204 355534.69 2895149.77 183.93 0.06 0.07 0.01
080205 355540.76 2895158.47 183.89 0.05 0.06 0.01
080206 355547.05 2895167.58 183.92 0.05 0.06 0.01
080207 355553.15 2895176.20 183.93 0.07 0.08 0.01
080208 355559.14 2895184.80 183.89 0.05 0.06 0.01
080209 355565.36 2895193.79 183.87 0.07 0.08 0.01
080210 355571.53 2895202.34 183.89 0.05 0.06 0.01
080211 355577.59 2895210.61 183.89 0.07 0.08 0.01
080212 355583.61 2895219.15 183.87 0.05 0.06 0.01
080213 355591.30 2895229.87 183.92 0.07 0.08 0.01
080214 355597.14 2895238.21 183.92 0.07 0.09 0.01
080215 355603.10 2895246.59 183.92 0.05 0.06 0.01
080216 355608.99 2895254.85 183.92 0.06 0.08 0.01
188
080217 355614.99 2895263.34 183.92 0.07 0.08 0.01
080218 355620.81 2895271.59 183.92 0.07 0.08 0.01
080219 355626.55 2895279.88 183.94 0.05 0.06 0.01
080220 355634.14 2895290.75 183.93 0.06 0.07 0.01
080221 355639.94 2895298.94 183.92 0.06 0.07 0.01
080222 355645.84 2895307.12 183.94 0.06 0.07 0.01
080223 355653.25 2895317.84 183.94 0.05 0.06 0.01
080224 355660.79 2895328.74 183.93 0.06 0.07 0.01
080225 355668.21 2895339.44 183.95 0.07 0.08 0.01
080226 355675.57 2895349.95 183.97 0.07 0.08 0.01
080227 355682.88 2895360.64 183.95 0.06 0.07 0.01
080228 355688.71 2895368.92 183.94 0.05 0.06 0.01
080229 355696.39 2895379.83 183.91 0.06 0.08 0.01
080230 355702.03 2895388.15 183.90 0.05 0.06 0.01
080231 355709.47 2895398.50 183.93 0.05 0.06 0.01
080232 355717.24 2895409.21 183.94 0.05 0.06 0.01
080233 355725.05 2895419.85 183.96 0.05 0.06 0.01
080234 355732.60 2895430.37 183.92 0.07 0.08 0.01
080235 355738.47 2895438.65 183.93 0.07 0.08 0.01
080236 355744.38 2895447.20 183.95 0.06 0.07 0.01
080237 355750.34 2895455.59 183.95 0.06 0.07 0.01
080238 355756.66 2895464.48 183.93 0.07 0.08 0.01
080239 355762.74 2895473.23 183.93 0.07 0.08 0.01
080240 355769.22 2895482.18 183.93 0.07 0.08 0.01
080241 355775.48 2895491.12 183.90 0.06 0.07 0.01
080242 355781.80 2895499.83 183.88 0.06 0.07 0.01
080243 355787.94 2895508.60 183.87 0.07 0.08 0.01
080244 355794.13 2895517.17 183.89 0.07 0.08 0.01
080245 355799.84 2895525.46 183.87 0.05 0.06 0.01
080246 355805.80 2895534.12 183.91 0.07 0.08 0.01
080247 355811.80 2895542.58 183.92 0.07 0.08 0.01
080248 355817.71 2895551.07 183.91 0.07 0.08 0.01
080249 355823.83 2895559.98 183.89 0.07 0.08 0.01
080250 355830.22 2895569.03 183.93 0.07 0.08 0.01
080251 355836.82 2895578.22 183.90 0.06 0.07 0.01
080252 355843.18 2895587.20 183.98 0.07 0.09 0.01
189
080253 355849.26 2895595.73 183.89 0.06 0.08 0.01
080254 355855.81 2895605.33 183.91 0.06 0.08 0.01
080255 355863.19 2895615.66 183.95 0.05 0.06 0.01
080256 355869.00 2895624.19 183.89 0.05 0.06 0.01
080257 355875.34 2895632.90 183.92 0.05 0.07 0.01
080258 355881.31 2895641.53 183.93 0.06 0.07 0.01
080259 355887.29 2895650.06 183.90 0.05 0.07 0.01
080260 355893.30 2895658.50 183.91 0.07 0.09 0.01
080261 355899.21 2895666.84 183.91 0.07 0.09 0.01
080262 355905.21 2895675.59 183.92 0.07 0.09 0.01
080263 355911.32 2895684.12 183.92 0.06 0.08 0.01
080264 355917.06 2895692.52 183.94 0.06 0.07 0.01
080265 355922.78 2895700.72 183.91 0.07 0.08 0.01
080266 355930.38 2895711.55 183.91 0.06 0.07 0.01
080267 355936.25 2895719.88 183.91 0.07 0.08 0.01
080268 355944.07 2895730.83 183.91 0.07 0.08 0.01
080269 355950.02 2895739.06 183.96 0.07 0.09 0.01
080270 355955.87 2895747.33 183.92 0.06 0.07 0.01
080271 355961.85 2895755.53 183.92 0.05 0.07 0.01
080272 355969.25 2895765.98 183.90 0.07 0.09 0.01
080273 355976.66 2895776.23 183.93 0.06 0.08 0.01
080274 355982.47 2895784.64 183.92 0.07 0.08 0.01
080275 355988.16 2895793.08 183.88 0.06 0.07 0.01
080276 355994.06 2895801.24 183.90 0.05 0.06 0.01
080277 356000.14 2895809.82 183.91 0.06 0.07 0.01
080278 356006.11 2895818.21 183.92 0.05 0.06 0.01
080279 356012.01 2895826.65 183.90 0.07 0.09 0.01
080280 356017.91 2895835.26 183.92 0.07 0.09 0.01
080281 356025.90 2895846.53 183.92 0.06 0.07 0.01
080282 356035.47 2895860.27 183.92 0.05 0.06 0.01
080283 356043.29 2895870.91 183.90 0.05 0.06 0.01
080284 356049.14 2895879.05 183.97 0.05 0.06 0.01
080285 356056.69 2895889.76 183.90 0.06 0.07 0.01
080286 356064.29 2895900.56 183.88 0.07 0.08 0.01
080287 356071.90 2895911.38 183.89 0.06 0.08 0.01
080288 356079.40 2895922.21 183.92 0.07 0.09 0.01
080289 356087.08 2895933.03 183.90 0.07 0.09 0.01
190
080290 356094.64 2895943.87 183.90 0.07 0.09 0.01
080291 356102.23 2895954.59 183.90 0.06 0.07 0.01
080292 356107.89 2895962.92 183.88 0.07 0.08 0.01
080293 356113.79 2895971.40 183.85 0.07 0.09 0.01
080294 356119.81 2895979.75 183.88 0.07 0.08 0.01
080295 356125.74 2895988.15 183.87 0.06 0.07 0.01
080296 356131.81 2895996.80 183.85 0.07 0.08 0.01
080297 356138.01 2896005.28 183.88 0.06 0.08 0.01
080298 356144.02 2896013.91 183.86 0.06 0.08 0.01
080299 356149.93 2896022.38 183.89 0.06 0.07 0.01
080300 356155.69 2896030.63 183.91 0.07 0.08 0.01
080301 356163.27 2896041.18 183.92 0.07 0.09 0.01
080302 356170.94 2896052.03 183.95 0.07 0.08 0.01
080303 356178.62 2896062.98 183.92 0.06 0.07 0.01
080304 356186.22 2896073.84 183.85 0.07 0.09 0.01
080305 356191.96 2896082.17 183.95 0.06 0.07 0.01
080306 356198.09 2896090.74 183.97 0.07 0.09 0.01
080307 356203.89 2896099.20 183.94 0.07 0.09 0.01
080308 356211.62 2896110.22 183.96 0.07 0.08 0.01
080309 356219.22 2896121.16 183.94 0.07 0.09 0.01
080310 356227.01 2896131.85 183.91 0.06 0.07 0.01
080311 356232.76 2896140.03 183.94 0.07 0.08 0.01
080312 356240.22 2896150.75 183.99 0.08 0.09 0.01
080313 356246.08 2896158.92 183.94 0.08 0.09 0.01
080314 356252.10 2896167.62 183.97 0.07 0.09 0.01
080315 356259.74 2896178.42 183.98 0.08 0.09 0.01
080316 356267.44 2896189.74 183.93 0.06 0.07 0.01
080317 356273.50 2896197.95 183.96 0.08 0.09 0.01
080318 356279.48 2896206.33 183.96 0.06 0.07 0.01
080319 356285.56 2896214.92 183.97 0.08 0.10 0.01
080320 356291.41 2896223.28 183.95 0.08 0.10 0.01
080321 356297.55 2896231.76 184.01 0.06 0.08 0.01
080322 356303.46 2896240.22 183.98 0.08 0.10 0.01
080323 356309.49 2896248.50 183.95 0.08 0.09 0.01
080324 356316.87 2896259.16 184.03 0.06 0.07 0.01
080325 356324.37 2896269.54 183.97 0.06 0.07 0.01
191
080326 356331.58 2896279.65 183.97 0.07 0.08 0.01
080327 356338.81 2896289.95 183.97 0.07 0.09 0.01
080328 356346.35 2896300.46 183.95 0.07 0.09 0.01
080329 356353.89 2896311.34 183.98 0.06 0.08 0.01
080330 356361.71 2896322.05 184.01 0.08 0.10 0.01
080331 356369.45 2896332.86 184.00 0.08 0.10 0.01
080332 356375.05 2896341.16 183.95 0.07 0.08 0.01
080333 356382.74 2896351.90 183.92 0.08 0.10 0.01
080334 356388.40 2896360.21 183.93 0.07 0.08 0.01
080335 356394.25 2896368.39 183.91 0.07 0.09 0.01
080336 356401.86 2896378.91 183.93 0.07 0.09 0.01
080337 356409.24 2896389.61 183.92 0.07 0.09 0.01
080338 356415.12 2896397.83 183.92 0.07 0.09 0.01
080339 356422.61 2896408.69 183.94 0.08 0.09 0.01
080340 356430.31 2896419.55 183.92 0.08 0.10 0.01
080341 356437.79 2896430.40 183.96 0.08 0.09 0.01
080342 356443.36 2896438.74 183.92 0.07 0.09 0.01
080343 356451.06 2896449.58 183.93 0.08 0.10 0.01
080344 356456.89 2896457.86 183.93 0.06 0.08 0.01
080345 356464.59 2896468.68 183.93 0.08 0.10 0.01
080346 356470.51 2896477.13 183.90 0.07 0.09 0.01
080347 356478.00 2896487.80 183.91 0.07 0.08 0.01
080348 356483.79 2896496.02 183.93 0.07 0.08 0.01
080349 356489.74 2896504.33 183.88 0.08 0.10 0.01
080350 356495.92 2896512.77 183.91 0.08 0.10 0.01
080351 356501.60 2896521.03 183.89 0.08 0.09 0.01
080352 356507.43 2896529.26 183.89 0.08 0.10 0.01
080353 356513.51 2896537.72 183.93 0.07 0.08 0.01
080354 356519.38 2896546.32 183.96 0.06 0.08 0.01
080355 356525.30 2896554.74 183.92 0.08 0.10 0.01
080356 356531.09 2896563.15 183.94 0.07 0.09 0.01
080357 356537.20 2896571.67 183.92 0.07 0.08 0.01
080358 356543.05 2896579.87 183.93 0.07 0.09 0.01
080359 356550.81 2896590.88 183.90 0.08 0.10 0.01
080360 356556.67 2896599.41 183.91 0.08 0.10 0.01
080361 356563.73 2896609.55 183.88 0.08 0.10 0.01
080362 356571.06 2896619.92 183.92 0.07 0.08 0.01
192
080363 356578.79 2896630.53 183.91 0.08 0.09 0.01
080364 356586.23 2896640.96 183.92 0.06 0.07 0.01
080365 356592.20 2896649.48 183.91 0.06 0.07 0.01
080366 356599.64 2896660.19 183.96 0.08 0.09 0.01
080367 356605.50 2896668.32 183.96 0.07 0.08 0.01
080368 356611.61 2896676.87 183.97 0.07 0.09 0.01
080369 356617.55 2896685.33 183.98 0.07 0.08 0.01
080370 356625.60 2896696.58 183.97 0.06 0.07 0.01
080371 356631.45 2896705.09 183.95 0.07 0.08 0.01
080372 356637.43 2896713.59 183.95 0.06 0.08 0.01
080373 356643.35 2896722.00 183.94 0.06 0.07 0.01
080374 356649.16 2896730.43 183.96 0.06 0.08 0.01
080375 356655.04 2896738.60 183.93 0.06 0.08 0.01
080376 356661.38 2896747.22 183.97 0.07 0.09 0.01
080377 356667.20 2896755.97 183.92 0.07 0.08 0.01
080378 356673.17 2896764.73 183.89 0.06 0.07 0.01
080379 356679.22 2896773.31 183.88 0.07 0.08 0.01
080380 356685.07 2896781.42 183.93 0.07 0.09 0.01
080381 356690.96 2896789.57 183.91 0.06 0.08 0.01
080382 356696.75 2896797.86 183.89 0.06 0.07 0.01
080383 356702.57 2896806.09 183.91 0.07 0.09 0.01
080384 356708.48 2896814.46 183.90 0.07 0.09 0.01
080385 356714.36 2896822.77 183.90 0.07 0.08 0.01
080386 356720.11 2896831.28 183.87 0.07 0.09 0.01
080387 356726.38 2896840.11 183.86 0.07 0.08 0.01
080388 356732.37 2896848.79 183.89 0.06 0.07 0.01
080389 356738.26 2896857.20 183.91 0.06 0.07 0.01
080390 356744.50 2896865.71 183.92 0.06 0.08 0.01
080391 356750.48 2896874.36 183.87 0.06 0.07 0.01
080392 356756.40 2896882.81 183.88 0.06 0.08 0.01
080393 356763.02 2896891.98 183.88 0.06 0.08 0.01
080394 356769.35 2896900.92 183.90 0.06 0.08 0.01
080395 356775.40 2896909.61 183.88 0.06 0.07 0.01
080396 356781.32 2896917.94 183.89 0.06 0.08 0.01
080397 356787.19 2896926.18 183.92 0.06 0.08 0.01
080398 356793.36 2896934.76 183.89 0.07 0.09 0.01
193
080399 356799.52 2896943.37 183.88 0.07 0.09 0.01
080400 356805.40 2896951.69 183.90 0.05 0.07 0.01
080401 356812.98 2896962.46 183.91 0.05 0.07 0.01
080402 356820.41 2896972.88 183.88 0.07 0.09 0.01
080403 356827.93 2896983.54 183.90 0.07 0.09 0.01
080404 356835.29 2896994.32 183.90 0.07 0.09 0.01
080405 356841.10 2897002.54 183.91 0.07 0.09 0.01
080406 356846.90 2897010.91 183.92 0.07 0.09 0.01
080407 356852.71 2897019.26 183.93 0.07 0.09 0.01
080408 356860.62 2897030.20 183.96 0.06 0.08 0.01
080409 356866.39 2897038.51 183.93 0.07 0.09 0.01
080410 356872.35 2897046.81 183.91 0.07 0.09 0.01
080411 356880.27 2897057.46 183.93 0.06 0.08 0.01
080412 356889.65 2897071.02 183.95 0.07 0.09 0.01
080413 356895.60 2897079.25 183.91 0.07 0.09 0.01
080414 356901.49 2897087.62 183.95 0.07 0.09 0.01
080415 356909.06 2897098.56 183.93 0.06 0.08 0.01
080416 356914.85 2897106.95 183.92 0.06 0.08 0.01
080417 356922.37 2897117.62 183.91 0.06 0.08 0.01
080418 356930.23 2897128.45 183.92 0.07 0.09 0.01
080419 356937.94 2897139.27 183.94 0.05 0.07 0.01
080420 356945.45 2897150.10 183.93 0.06 0.08 0.01
080421 356953.28 2897160.82 183.92 0.07 0.09 0.01
080422 356959.09 2897169.13 183.90 0.05 0.07 0.01
080423 356966.71 2897179.96 183.91 0.06 0.08 0.01
080424 356972.56 2897188.10 183.92 0.07 0.09 0.01
080425 356980.23 2897198.99 183.95 0.05 0.07 0.01
080426 356987.99 2897209.69 183.90 0.06 0.08 0.01
080427 356993.52 2897218.07 183.90 0.06 0.08 0.01
080428 356999.32 2897226.22 183.84 0.05 0.07 0.01
080429 357006.62 2897236.76 183.89 0.05 0.07 0.01
080430 357013.73 2897247.04 183.85 0.07 0.09 0.01
080431 357020.56 2897256.67 183.88 0.06 0.08 0.01
080432 357027.84 2897267.16 183.89 0.06 0.08 0.01
080433 357035.45 2897278.03 183.90 0.05 0.07 0.01
080434 357041.16 2897286.23 183.87 0.07 0.09 0.01
080435 357047.17 2897294.55 183.88 0.06 0.08 0.01
194
080436 357053.15 2897302.87 183.89 0.06 0.08 0.01
080437 357058.97 2897311.06 183.89 0.06 0.08 0.01
080438 357064.93 2897319.43 183.90 0.07 0.09 0.01
080439 357072.50 2897330.50 183.92 0.05 0.07 0.01
080440 357078.41 2897338.82 183.92 0.05 0.07 0.01
080441 357085.86 2897349.82 183.93 0.07 0.09 0.01
080442 357093.67 2897360.73 183.95 0.07 0.09 0.01
080443 357099.68 2897369.06 183.89 0.07 0.09 0.01
080444 357105.86 2897377.85 183.89 0.07 0.09 0.01
080445 357111.88 2897386.36 183.88 0.05 0.07 0.01
080446 357117.93 2897394.93 183.88 0.07 0.08 0.01
080447 357124.03 2897403.62 183.90 0.07 0.09 0.01
080448 357129.87 2897411.93 183.91 0.05 0.07 0.01
080449 357135.64 2897420.26 183.88 0.05 0.07 0.01
080450 357143.38 2897430.99 183.91 0.07 0.09 0.01
080451 357150.95 2897442.00 183.94 0.05 0.07 0.01
080452 357156.90 2897450.55 183.91 0.05 0.07 0.01
080453 357162.86 2897458.93 183.92 0.07 0.09 0.01
080454 357169.17 2897467.50 183.95 0.05 0.07 0.01
080455 357175.23 2897476.06 183.92 0.06 0.08 0.01
080456 357181.20 2897484.33 183.91 0.05 0.07 0.01
080457 357187.32 2897492.91 183.86 0.06 0.08 0.01
080458 357193.49 2897501.48 183.89 0.05 0.07 0.01
080459 357199.21 2897509.68 183.88 0.06 0.08 0.01
080460 357205.24 2897518.33 183.96 0.07 0.09 0.01
080461 357211.35 2897527.12 183.91 0.06 0.08 0.01
080462 357217.38 2897535.64 183.90 0.06 0.07 0.01
080463 357224.68 2897546.12 183.95 0.06 0.08 0.01
080464 357232.30 2897556.99 183.94 0.07 0.09 0.01
197
APPENDIX J
Control Survey Listing MVRM Calibration Site - Dist. 58
North bound U.S. Highway 165 northeast of Olla
Date & Time 4/22/2014 1:15 PM
Coordinate System U.S. State Plane 1983 Zone Louisiana North 1701
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 52
MVRM Control – 58 North bound U.S. Highway 165 northeast of Olla
198
Figure 53
MVRM Control – 58 Profile 10 X vertical
199
Point ID Northing Easting Elevation H Prc V Prc RMS
5801 519495.55 3373788.35 180.07 0.07 0.09 0.02
5802 523348.08 3377272.41 183.18 0.14 0.15 0.02
58001 519494.61 3373788.39 180.00 0.12 0.13 0.02
58002 519502.41 3373795.93 180.28 0.11 0.12 0.02
58003 519510.22 3373803.45 180.60 0.11 0.12 0.02
58004 519518.08 3373810.76 180.82 0.11 0.13 0.02
58005 519526.78 3373818.84 181.11 0.11 0.13 0.02
58006 519535.90 3373827.31 181.36 0.11 0.13 0.02
58007 519543.62 3373834.12 181.53 0.12 0.14 0.02
58008 519551.55 3373841.32 181.89 0.11 0.12 0.02
58009 519559.67 3373848.65 182.09 0.12 0.13 0.02
58010 519567.79 3373856.22 182.35 0.11 0.12 0.02
58011 519576.38 3373864.10 182.59 0.12 0.14 0.02
58012 519584.68 3373871.64 182.85 0.12 0.13 0.02
58013 519593.10 3373879.20 183.07 0.12 0.14 0.02
58014 519601.27 3373886.76 183.34 0.12 0.13 0.02
58015 519609.83 3373894.63 183.51 0.12 0.13 0.02
58016 519618.10 3373902.23 183.73 0.12 0.13 0.02
58017 519626.39 3373909.77 183.92 0.11 0.12 0.02
58018 519634.72 3373917.41 184.16 0.11 0.13 0.02
58019 519642.93 3373925.02 184.37 0.11 0.12 0.02
58020 519651.14 3373932.38 184.58 0.11 0.12 0.02
58021 519659.19 3373939.85 184.77 0.12 0.14 0.02
58022 519667.27 3373947.28 185.00 0.11 0.12 0.02
58023 519675.66 3373954.87 185.24 0.12 0.14 0.02
58024 519683.99 3373962.38 185.44 0.12 0.14 0.02
58025 519692.22 3373970.03 185.59 0.13 0.14 0.02
58026 519700.80 3373977.63 185.78 0.11 0.12 0.02
58027 519709.08 3373985.06 185.98 0.11 0.12 0.02
58028 519717.37 3373992.68 186.17 0.11 0.12 0.02
58029 519725.62 3374000.15 186.36 0.11 0.12 0.02
58030 519733.93 3374007.93 186.58 0.11 0.13 0.02
58031 519742.35 3374015.45 186.77 0.11 0.12 0.02
58032 519750.60 3374023.01 186.98 0.12 0.13 0.02
58033 519758.74 3374030.58 187.11 0.11 0.12 0.02
58034 519766.65 3374037.85 187.28 0.11 0.12 0.01
200
58035 519774.80 3374045.37 187.45 0.11 0.13 0.02
58036 519783.07 3374053.00 187.62 0.10 0.12 0.02
58037 519791.55 3374060.77 187.87 0.12 0.13 0.01
58038 519799.86 3374068.34 188.11 0.14 0.15 0.01
58039 519808.34 3374076.03 188.31 0.12 0.13 0.01
58040 519816.55 3374083.65 188.52 0.14 0.14 0.01
58041 519825.22 3374091.74 188.59 0.11 0.13 0.02
58042 519833.67 3374099.49 188.78 0.13 0.15 0.02
58043 519842.42 3374107.45 188.91 0.13 0.15 0.02
58044 519851.04 3374115.28 189.13 0.12 0.14 0.02
58045 519861.90 3374125.06 189.27 0.13 0.15 0.02
58046 519870.80 3374133.09 189.39 0.11 0.13 0.02
58047 519879.60 3374140.94 189.62 0.13 0.15 0.02
58048 519888.11 3374148.97 189.78 0.11 0.13 0.02
58049 519896.65 3374156.83 189.95 0.12 0.14 0.02
58050 519905.07 3374164.72 190.12 0.13 0.15 0.02
58051 519913.57 3374172.64 190.28 0.11 0.13 0.02
58052 519922.11 3374180.48 190.25 0.13 0.15 0.02
58053 519930.60 3374188.32 190.45 0.11 0.13 0.02
58054 519939.38 3374196.19 190.58 0.12 0.13 0.02
58055 519948.06 3374204.07 190.75 0.11 0.13 0.02
58056 519956.66 3374211.88 190.88 0.12 0.14 0.02
58057 519965.31 3374219.84 191.01 0.12 0.13 0.02
58058 519974.04 3374227.74 191.16 0.12 0.14 0.02
58059 519982.51 3374235.51 191.26 0.12 0.14 0.02
58060 519990.97 3374243.49 191.39 0.13 0.14 0.02
58061 519999.39 3374251.28 191.44 0.11 0.13 0.02
58062 520007.89 3374259.13 191.55 0.11 0.13 0.02
58063 520016.58 3374266.88 191.59 0.12 0.13 0.02
58064 520025.33 3374274.95 191.65 0.11 0.13 0.01
58065 520033.79 3374282.96 191.76 0.12 0.14 0.02
58066 520044.71 3374292.89 191.87 0.13 0.15 0.02
58067 520053.77 3374301.12 192.11 0.12 0.14 0.02
58068 520062.52 3374309.03 192.22 0.13 0.14 0.01
58069 520071.25 3374316.87 192.31 0.13 0.14 0.01
58070 520080.03 3374324.93 192.50 0.13 0.15 0.01
201
58071 520088.78 3374333.12 192.41 0.14 0.16 0.01
58072 520097.69 3374341.37 192.57 0.13 0.15 0.01
58073 520106.51 3374349.22 192.60 0.12 0.14 0.01
58074 520115.00 3374357.09 192.76 0.13 0.14 0.01
58075 520123.73 3374365.02 192.91 0.16 0.16 0.01
58076 520132.42 3374372.94 192.99 0.16 0.16 0.01
58077 520141.06 3374380.69 192.92 0.15 0.15 0.01
58078 520149.54 3374388.57 193.09 0.14 0.14 0.01
58079 520160.48 3374398.59 193.10 0.16 0.16 0.01
58080 520169.30 3374406.43 193.16 0.14 0.14 0.01
58081 520177.77 3374414.26 193.25 0.16 0.16 0.01
58082 520186.04 3374421.76 193.36 0.14 0.14 0.01
58083 520194.56 3374429.79 193.52 0.15 0.15 0.01
58084 520203.43 3374437.75 193.50 0.16 0.16 0.01
58085 520212.00 3374445.84 193.62 0.14 0.14 0.01
58086 520220.55 3374453.86 193.72 0.14 0.14 0.01
58087 520229.20 3374461.57 193.68 0.12 0.14 0.02
58088 520237.79 3374469.31 193.72 0.13 0.15 0.02
58089 520246.13 3374476.93 193.79 0.14 0.14 0.01
58090 520254.10 3374484.27 193.84 0.15 0.15 0.01
58091 520262.54 3374491.95 193.87 0.14 0.14 0.01
58092 520271.12 3374499.63 193.85 0.15 0.15 0.01
58093 520280.06 3374507.62 193.89 0.15 0.15 0.01
58094 520288.87 3374515.85 193.84 0.13 0.15 0.02
58095 520297.87 3374524.13 193.83 0.14 0.16 0.02
58096 520306.85 3374532.29 193.91 0.14 0.16 0.02
58097 520315.45 3374540.42 193.91 0.13 0.14 0.02
58098 520324.51 3374548.55 193.89 0.13 0.14 0.02
58099 520333.39 3374556.44 193.89 0.13 0.14 0.01
58100 520342.03 3374564.45 193.96 0.13 0.14 0.01
58101 520350.45 3374572.05 194.01 0.13 0.13 0.01
58102 520359.28 3374580.20 194.07 0.13 0.13 0.01
58103 520368.35 3374588.72 194.11 0.13 0.13 0.01
58104 520377.25 3374596.99 194.07 0.14 0.15 0.01
58105 520386.19 3374605.11 194.14 0.15 0.15 0.01
58106 520395.19 3374613.23 194.12 0.13 0.15 0.02
58107 520404.19 3374621.59 194.14 0.11 0.13 0.01
202
58108 520413.16 3374629.77 194.09 0.13 0.13 0.01
58109 520422.46 3374637.99 194.19 0.13 0.13 0.01
58110 520431.59 3374646.28 194.21 0.15 0.15 0.01
58111 520440.33 3374654.47 194.31 0.14 0.14 0.01
58112 520449.52 3374662.99 194.22 0.13 0.13 0.01
58113 520458.94 3374671.53 194.17 0.13 0.14 0.01
58114 520467.43 3374679.28 194.20 0.14 0.15 0.01
58115 520475.45 3374686.48 194.09 0.14 0.15 0.01
58116 520484.03 3374694.19 194.16 0.14 0.15 0.01
58117 520492.51 3374701.82 194.24 0.15 0.15 0.01
58118 520501.02 3374709.58 194.21 0.16 0.16 0.01
58119 520511.70 3374719.31 194.19 0.14 0.14 0.01
58120 520520.40 3374727.13 194.18 0.14 0.14 0.01
58121 520528.93 3374735.02 194.23 0.16 0.16 0.01
58122 520537.63 3374742.83 194.19 0.16 0.16 0.01
58123 520546.34 3374750.74 194.17 0.16 0.16 0.01
58124 520555.10 3374758.96 194.21 0.15 0.15 0.01
58125 520563.71 3374766.77 194.39 0.14 0.14 0.01
58126 520572.30 3374774.61 194.39 0.14 0.14 0.01
58127 520581.01 3374782.59 194.43 0.15 0.15 0.01
58128 520589.65 3374790.70 194.47 0.13 0.14 0.02
58129 520598.16 3374798.70 194.56 0.13 0.14 0.02
58130 520607.02 3374806.49 194.50 0.12 0.14 0.02
58131 520615.65 3374814.42 194.46 0.16 0.15 0.01
58132 520624.62 3374822.61 194.48 0.16 0.16 0.01
58133 520633.74 3374830.64 194.46 0.15 0.15 0.01
58134 520642.59 3374838.74 194.49 0.15 0.15 0.01
58135 520651.59 3374846.99 194.53 0.13 0.14 0.01
58136 520660.71 3374855.26 194.54 0.15 0.15 0.01
58137 520669.38 3374863.67 194.61 0.14 0.16 0.02
58138 520678.19 3374871.84 194.59 0.15 0.15 0.01
58139 520687.18 3374880.10 194.63 0.15 0.15 0.01
58140 520695.91 3374888.20 194.66 0.14 0.14 0.01
58141 520704.67 3374895.75 194.56 0.13 0.13 0.01
58142 520713.47 3374903.77 194.60 0.15 0.16 0.01
58143 520722.24 3374911.77 194.63 0.15 0.16 0.01
203
58144 520731.18 3374919.80 194.69 0.14 0.15 0.01
58145 520739.76 3374927.58 194.68 0.13 0.13 0.01
58146 520748.44 3374935.53 194.70 0.14 0.14 0.01
58147 520757.23 3374943.36 194.75 0.15 0.15 0.01
58148 520765.98 3374951.24 194.80 0.15 0.15 0.01
58149 520774.83 3374959.50 194.80 0.15 0.15 0.01
58150 520782.88 3374967.02 194.89 0.15 0.15 0.01
58151 520791.45 3374974.81 194.88 0.13 0.14 0.01
58152 520800.31 3374983.08 194.96 0.14 0.14 0.01
58153 520809.06 3374991.14 194.88 0.17 0.16 0.02
58154 520817.99 3374999.50 194.88 0.17 0.16 0.02
58155 520826.68 3375007.63 194.88 0.15 0.15 0.01
58156 520835.35 3375015.59 194.82 0.15 0.15 0.01
58157 520844.11 3375023.60 194.89 0.15 0.15 0.01
58158 520853.13 3375031.99 195.04 0.15 0.15 0.01
58159 520861.91 3375040.02 194.99 0.14 0.14 0.01
58160 520870.99 3375048.17 195.00 0.15 0.15 0.01
58161 520880.14 3375056.60 195.06 0.15 0.15 0.01
58162 520889.42 3375065.04 195.02 0.14 0.14 0.01
58163 520898.50 3375073.24 195.09 0.15 0.15 0.01
58164 520907.45 3375081.27 195.12 0.15 0.15 0.01
58165 520916.30 3375089.58 195.14 0.13 0.14 0.01
58166 520925.65 3375098.19 195.10 0.15 0.16 0.02
58167 520934.93 3375106.67 195.16 0.15 0.15 0.01
58168 520943.97 3375115.00 195.15 0.16 0.16 0.01
58169 520953.04 3375123.17 195.20 0.16 0.16 0.01
58170 520962.30 3375131.68 195.29 0.14 0.14 0.01
58171 520972.10 3375140.48 195.22 0.16 0.16 0.01
58172 520981.54 3375149.08 195.23 0.13 0.14 0.01
58173 520990.73 3375157.40 195.18 0.14 0.15 0.01
58174 520999.91 3375165.71 195.23 0.13 0.14 0.01
58175 521009.13 3375174.07 195.27 0.15 0.15 0.01
58176 521018.41 3375182.56 195.27 0.16 0.16 0.02
58177 521027.44 3375190.79 195.21 0.18 0.16 0.01
58178 521036.31 3375198.89 195.15 0.18 0.16 0.01
58179 521045.34 3375207.12 195.19 0.18 0.16 0.01
58180 521054.33 3375215.14 195.21 0.14 0.14 0.01
204
58181 521063.34 3375223.43 195.23 0.15 0.15 0.01
58182 521072.35 3375231.45 195.25 0.17 0.16 0.02
58183 521081.44 3375240.05 195.30 0.15 0.15 0.01
58184 521092.97 3375250.46 195.26 0.15 0.15 0.01
58185 521101.71 3375258.53 195.24 0.17 0.16 0.02
58186 521110.46 3375266.35 195.21 0.16 0.15 0.01
58187 521119.30 3375274.29 195.30 0.18 0.16 0.01
58188 521128.44 3375282.49 195.26 0.17 0.16 0.02
58189 521137.56 3375290.80 195.19 0.17 0.16 0.02
58190 521146.78 3375299.16 195.23 0.17 0.16 0.02
58191 521155.97 3375307.49 195.10 0.15 0.13 0.01
58192 521165.39 3375316.04 195.08 0.17 0.15 0.01
58193 521174.79 3375324.80 195.04 0.16 0.15 0.01
58194 521184.32 3375333.40 194.97 0.17 0.16 0.02
58195 521193.74 3375341.95 194.93 0.14 0.14 0.01
58196 521203.04 3375350.61 194.98 0.14 0.14 0.01
58197 521212.42 3375359.41 194.93 0.16 0.15 0.01
58198 521222.02 3375368.09 194.86 0.14 0.14 0.01
58199 521231.43 3375376.83 194.77 0.16 0.15 0.01
58200 521240.77 3375385.23 194.73 0.15 0.14 0.01
58201 521250.23 3375393.73 194.71 0.15 0.14 0.01
58202 521259.58 3375402.29 194.60 0.17 0.16 0.02
58203 521270.23 3375411.97 194.47 0.13 0.14 0.01
58204 521278.94 3375419.95 194.44 0.13 0.13 0.01
58205 521288.13 3375428.30 194.35 0.14 0.15 0.01
58206 521297.37 3375437.03 194.33 0.14 0.15 0.01
58207 521307.04 3375445.93 194.31 0.15 0.14 0.01
58208 521316.78 3375454.88 194.23 0.15 0.14 0.01
58209 521326.19 3375463.32 194.10 0.15 0.16 0.02
58210 521335.20 3375471.82 194.06 0.15 0.16 0.02
58211 521344.85 3375480.62 194.01 0.15 0.16 0.02
58212 521354.54 3375489.58 193.89 0.15 0.16 0.02
58213 521364.07 3375498.06 193.82 0.13 0.14 0.01
58214 521373.62 3375506.94 193.62 0.16 0.16 0.02
58215 521383.10 3375515.47 193.50 0.15 0.15 0.01
58216 521392.46 3375523.88 193.38 0.14 0.14 0.01
205
58217 521401.78 3375532.61 193.23 0.15 0.16 0.02
58218 521410.77 3375541.16 193.17 0.13 0.14 0.01
58219 521419.98 3375549.43 193.17 0.13 0.14 0.01
58220 521429.10 3375557.84 193.08 0.14 0.15 0.01
58221 521438.62 3375566.38 193.06 0.15 0.16 0.02
58222 521447.76 3375575.04 193.07 0.13 0.14 0.01
58223 521457.20 3375583.50 192.99 0.15 0.15 0.02
58224 521466.53 3375592.23 192.81 0.13 0.13 0.01
58225 521475.59 3375600.45 192.73 0.13 0.13 0.01
58226 521485.43 3375609.27 192.54 0.13 0.13 0.01
58227 521494.89 3375617.88 192.38 0.14 0.14 0.01
58228 521504.02 3375626.36 192.31 0.14 0.14 0.01
58229 521513.54 3375635.10 192.17 0.13 0.13 0.01
58230 521522.92 3375643.71 192.07 0.13 0.13 0.01
58231 521532.06 3375652.05 191.93 0.14 0.15 0.01
58232 521541.52 3375660.61 191.82 0.15 0.16 0.02
58233 521550.83 3375668.76 191.76 0.13 0.14 0.01
58234 521559.95 3375677.16 191.64 0.14 0.15 0.01
58235 521569.18 3375685.64 191.50 0.14 0.15 0.01
58236 521578.28 3375693.99 191.46 0.15 0.16 0.02
58237 521587.57 3375702.67 191.36 0.15 0.16 0.02
58238 521596.84 3375711.39 191.20 0.15 0.16 0.02
58239 521606.11 3375720.01 191.11 0.15 0.16 0.02
58240 521615.40 3375728.44 190.98 0.15 0.16 0.02
58241 521624.68 3375736.73 190.85 0.13 0.13 0.01
58242 521633.85 3375744.97 190.70 0.14 0.15 0.01
58243 521642.76 3375753.16 190.61 0.14 0.15 0.01
58244 521651.89 3375761.63 190.49 0.15 0.15 0.02
58245 521661.05 3375769.84 190.35 0.15 0.15 0.02
58246 521670.17 3375778.24 190.18 0.14 0.14 0.01
58247 521678.92 3375786.36 190.05 0.15 0.15 0.02
58248 521687.65 3375794.45 189.97 0.15 0.16 0.02
58249 521696.68 3375802.74 189.91 0.15 0.16 0.02
58250 521705.72 3375811.11 189.82 0.14 0.15 0.01
58251 521714.51 3375818.80 189.65 0.13 0.13 0.01
58252 521723.61 3375827.19 189.56 0.14 0.15 0.01
58253 521732.89 3375835.52 189.32 0.15 0.16 0.02
206
58254 521742.04 3375844.14 189.21 0.13 0.13 0.01
58255 521751.25 3375852.61 189.03 0.14 0.15 0.01
58256 521760.23 3375860.83 188.83 0.16 0.16 0.02
58257 521769.45 3375869.20 188.70 0.13 0.13 0.01
58258 521778.50 3375877.44 188.54 0.17 0.16 0.02
58259 521787.21 3375885.33 188.46 0.16 0.15 0.01
58260 521796.42 3375893.61 188.32 0.13 0.14 0.01
58261 521805.56 3375901.87 188.14 0.14 0.15 0.01
58262 521814.78 3375910.44 188.07 0.14 0.15 0.01
58263 521823.93 3375919.06 187.93 0.13 0.14 0.01
58264 521832.86 3375927.13 187.77 0.14 0.15 0.01
58265 521841.52 3375935.07 187.61 0.15 0.15 0.02
58266 521850.35 3375942.85 187.43 0.13 0.13 0.01
58267 521859.22 3375950.87 187.32 0.14 0.13 0.01
58268 521868.46 3375959.22 187.08 0.17 0.15 0.02
58269 521877.24 3375967.09 186.89 0.17 0.16 0.02
58270 521885.99 3375975.04 186.78 0.16 0.15 0.01
58271 521894.87 3375983.19 186.55 0.16 0.15 0.02
58272 521903.81 3375991.17 186.20 0.14 0.13 0.01
58273 521912.60 3375999.28 186.02 0.14 0.14 0.01
58274 521921.91 3376007.46 185.83 0.16 0.16 0.02
58275 521931.10 3376016.07 185.61 0.16 0.15 0.02
58276 521939.96 3376024.38 185.43 0.15 0.14 0.01
58277 521949.07 3376032.62 185.11 0.15 0.14 0.01
58278 521958.05 3376040.87 184.94 0.14 0.13 0.01
58279 521966.96 3376048.98 184.68 0.17 0.15 0.02
58280 521975.50 3376057.18 184.49 0.16 0.15 0.01
58281 521984.41 3376065.08 184.21 0.17 0.16 0.02
58282 521995.53 3376075.37 184.09 0.14 0.13 0.01
58283 522004.12 3376083.43 183.85 0.14 0.13 0.01
58284 522012.61 3376091.31 183.62 0.14 0.13 0.01
58285 522021.19 3376099.01 183.39 0.14 0.15 0.01
58286 522029.95 3376107.07 183.17 0.13 0.14 0.01
58287 522038.63 3376114.76 182.93 0.15 0.15 0.01
58288 522046.93 3376122.60 182.67 0.16 0.14 0.01
58289 522055.84 3376130.58 182.36 0.18 0.16 0.01
207
58290 522064.77 3376138.56 182.10 0.14 0.13 0.01
58291 522073.84 3376146.37 181.92 0.14 0.13 0.01
58292 522082.55 3376154.56 181.68 0.16 0.14 0.01
58293 522091.24 3376162.49 181.40 0.14 0.13 0.01
58294 522099.68 3376170.35 181.08 0.17 0.16 0.02
58295 522108.63 3376178.70 180.76 0.17 0.16 0.02
58296 522117.81 3376187.32 180.59 0.18 0.16 0.02
58297 522127.10 3376195.55 180.42 0.15 0.14 0.01
58298 522135.84 3376203.78 180.11 0.17 0.15 0.01
58299 522144.72 3376211.91 179.90 0.17 0.15 0.01
58300 522153.67 3376220.14 179.71 0.18 0.16 0.02
58301 522162.64 3376228.40 179.41 0.16 0.14 0.01
58302 522171.92 3376236.65 179.14 0.15 0.13 0.01
58303 522181.24 3376245.36 178.93 0.17 0.16 0.02
58304 522190.68 3376253.70 178.60 0.15 0.15 0.02
58305 522199.92 3376262.18 178.32 0.17 0.15 0.02
58306 522209.32 3376270.79 177.91 0.16 0.14 0.01
58307 522218.63 3376279.30 177.59 0.15 0.14 0.01
58308 522227.79 3376287.67 177.24 0.17 0.15 0.01
58309 522237.05 3376296.26 176.98 0.16 0.14 0.01
58310 522246.60 3376304.75 176.71 0.16 0.14 0.01
58311 522255.97 3376313.50 176.38 0.16 0.14 0.01
58312 522265.19 3376321.77 176.06 0.18 0.16 0.02
58313 522274.66 3376330.37 175.65 0.14 0.13 0.01
58314 522284.29 3376339.55 175.30 0.17 0.14 0.01
58315 522293.78 3376348.60 175.11 0.17 0.15 0.01
58316 522303.72 3376357.39 174.77 0.17 0.15 0.01
58317 522313.58 3376366.22 174.54 0.16 0.15 0.01
58318 522320.98 3376372.97 174.36 0.15 0.14 0.01
58319 522330.39 3376381.59 174.26 0.16 0.14 0.01
58320 522338.00 3376388.30 173.97 0.17 0.15 0.01
58321 522345.52 3376395.18 173.86 0.16 0.14 0.01
58322 522354.82 3376403.91 173.58 0.14 0.13 0.01
58323 522364.31 3376412.58 173.39 0.14 0.13 0.01
58324 522373.75 3376421.30 173.08 0.15 0.14 0.01
58325 522382.86 3376429.65 172.98 0.15 0.13 0.01
58326 522392.36 3376438.34 172.66 0.18 0.15 0.01
208
58327 522401.64 3376446.86 172.49 0.17 0.15 0.01
58328 522410.71 3376455.32 172.33 0.15 0.14 0.01
58329 522420.21 3376463.94 172.02 0.14 0.14 0.02
58330 522429.29 3376472.46 171.96 0.16 0.16 0.02
58331 522438.39 3376480.77 171.88 0.16 0.14 0.01
58332 522447.45 3376488.89 171.71 0.18 0.15 0.01
58333 522456.34 3376497.30 171.60 0.18 0.15 0.01
58334 522465.50 3376505.81 171.48 0.16 0.14 0.01
58335 522474.44 3376513.80 171.29 0.19 0.17 0.02
58336 522483.77 3376522.40 171.20 0.19 0.17 0.02
58337 522492.96 3376530.69 171.11 0.19 0.17 0.02
58338 522502.12 3376538.93 170.99 0.16 0.14 0.01
58339 522511.22 3376547.07 170.89 0.18 0.15 0.01
58340 522520.20 3376555.32 170.84 0.19 0.17 0.02
58341 522529.22 3376563.64 170.80 0.16 0.14 0.01
58342 522538.66 3376572.17 170.78 0.18 0.15 0.02
58343 522547.85 3376580.75 170.60 0.19 0.17 0.02
58344 522557.23 3376589.48 170.61 0.18 0.15 0.02
58345 522566.39 3376597.52 170.63 0.16 0.14 0.01
58346 522575.58 3376605.80 170.60 0.16 0.14 0.01
58347 522584.88 3376614.15 170.57 0.18 0.16 0.02
58348 522593.61 3376621.97 170.57 0.16 0.14 0.01
58349 522602.87 3376630.30 170.54 0.19 0.16 0.02
58350 522611.77 3376638.48 170.65 0.19 0.16 0.02
58351 522621.02 3376647.01 170.67 0.16 0.14 0.01
58352 522632.76 3376657.63 170.72 0.16 0.14 0.01
58353 522641.76 3376665.84 170.88 0.18 0.15 0.01
58354 522650.49 3376673.79 170.83 0.16 0.14 0.01
58355 522659.68 3376681.95 170.90 0.18 0.15 0.01
58356 522668.59 3376690.15 170.94 0.18 0.15 0.02
58357 522677.77 3376698.46 171.03 0.19 0.17 0.02
58358 522686.62 3376706.60 171.08 0.18 0.15 0.02
58359 522695.69 3376714.73 171.25 0.19 0.17 0.02
58360 522704.90 3376723.02 171.38 0.19 0.17 0.02
58361 522714.24 3376731.15 171.44 0.17 0.14 0.01
58362 522723.21 3376739.78 171.51 0.19 0.17 0.02
209
58363 522732.48 3376747.99 171.68 0.18 0.16 0.02
58364 522741.97 3376756.75 171.84 0.17 0.14 0.01
58365 522751.21 3376765.19 171.85 0.17 0.14 0.01
58366 522760.46 3376773.50 172.11 0.17 0.14 0.01
58367 522769.65 3376781.88 172.31 0.19 0.17 0.02
58368 522778.62 3376789.83 172.43 0.17 0.14 0.01
58369 522787.66 3376797.93 172.55 0.18 0.16 0.02
58370 522797.15 3376806.18 172.77 0.17 0.14 0.01
58371 522806.46 3376814.61 172.92 0.19 0.17 0.02
58372 522816.12 3376823.25 173.13 0.17 0.15 0.01
58373 522825.39 3376831.49 173.26 0.17 0.15 0.01
58374 522834.69 3376839.46 173.50 0.19 0.17 0.02
58375 522844.08 3376847.73 173.62 0.19 0.17 0.02
58376 522853.58 3376855.91 173.80 0.18 0.16 0.02
58377 522862.67 3376864.21 174.06 0.17 0.15 0.01
58378 522872.04 3376872.42 174.27 0.19 0.17 0.02
58379 522881.50 3376880.69 174.53 0.17 0.15 0.01
58380 522890.96 3376888.94 174.74 0.19 0.17 0.02
58381 522900.53 3376897.35 174.96 0.17 0.15 0.01
58382 522910.05 3376905.43 175.17 0.19 0.17 0.02
58383 522919.54 3376913.72 175.30 0.17 0.17 0.02
58384 522928.70 3376921.65 175.58 0.18 0.19 0.02
58385 522938.19 3376929.77 175.84 0.20 0.18 0.02
58386 522949.79 3376939.82 176.10 0.18 0.15 0.01
58387 522961.61 3376950.21 176.36 0.19 0.16 0.02
58388 522971.11 3376958.75 176.58 0.20 0.17 0.02
58389 522980.52 3376967.03 176.83 0.18 0.18 0.02
58390 522990.24 3376975.23 177.06 0.20 0.18 0.02
58391 523000.13 3376983.62 177.31 0.20 0.17 0.02
58392 523009.96 3376992.04 177.51 0.17 0.15 0.01
58393 523019.58 3377000.10 177.73 0.20 0.17 0.02
58394 523029.00 3377008.46 177.88 0.20 0.17 0.02
58395 523038.52 3377016.78 178.12 0.19 0.16 0.02
58396 523047.85 3377024.79 178.42 0.20 0.17 0.02
58397 523057.34 3377032.88 178.62 0.19 0.17 0.02
58398 523066.72 3377041.20 178.73 0.17 0.15 0.01
58399 523076.18 3377049.13 179.02 0.17 0.15 0.01
210
58400 523085.90 3377057.45 179.19 0.18 0.16 0.02
58401 523096.02 3377065.61 179.34 0.18 0.16 0.02
58402 523105.90 3377073.86 179.52 0.18 0.16 0.02
58403 523115.69 3377082.18 179.76 0.17 0.15 0.01
58404 523125.51 3377090.37 179.90 0.17 0.15 0.01
58405 523135.26 3377098.42 180.06 0.17 0.15 0.01
58406 523144.88 3377106.54 180.19 0.20 0.17 0.02
58407 523154.59 3377115.01 180.43 0.20 0.17 0.02
58408 523164.21 3377122.60 180.52 0.18 0.16 0.02
58409 523173.67 3377130.18 180.79 0.20 0.17 0.02
58410 523183.11 3377137.97 180.88 0.20 0.17 0.02
58411 523192.68 3377145.78 181.03 0.18 0.16 0.02
58412 523202.54 3377153.91 181.12 0.20 0.17 0.02
58413 523212.11 3377161.86 181.16 0.17 0.15 0.01
58414 523221.90 3377169.74 181.27 0.18 0.16 0.02
58415 523231.39 3377177.59 181.41 0.19 0.18 0.02
58416 523241.10 3377185.81 181.56 0.16 0.15 0.01
58417 523251.12 3377193.78 181.64 0.17 0.15 0.02
58418 523260.82 3377201.68 181.85 0.15 0.14 0.01
58419 523270.79 3377209.68 182.07 0.15 0.14 0.01
58420 523280.55 3377217.48 182.22 0.18 0.16 0.02
58421 523290.67 3377225.75 182.26 0.13 0.14 0.01
58422 523300.79 3377234.00 182.44 0.13 0.14 0.01
58423 523308.71 3377240.29 182.56 0.13 0.14 0.01
58424 523318.99 3377248.59 182.75 0.15 0.16 0.02
58425 523326.79 3377254.85 182.87 0.15 0.16 0.02
58426 523336.97 3377263.20 182.97 0.15 0.16 0.02
58427 523345.82 3377270.33 183.06 0.15 0.16 0.02
58428 523353.67 3377276.74 183.26 0.15 0.16 0.02
211
APPENDIX K
Control Survey Listing MVRM Calibration Site - Dist. 61a
East bound I-10 bridge over the Whiskey Bay Outlet
Date & Time 3/23/2014 7:18 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 54
MVRM Control – 61a East bound I-10 bridge over the Whiskey Bay Outlet
212
Figure 55
MVRM Control – 61a Profile 10 X vertical
213
Point ID Northing Easting Elevation H Prc V Prc RMS
6101 677983.33 3183188.49 62.70 0.06 0.07 0.01
6102 679565.83 3188516.26 38.89 0.10 0.14 0.03
61001 677983.63 3183188.99 62.91 0.15 0.13 0.01
61002 677986.94 3183200.40 63.22 0.14 0.12 0.01
61003 677990.55 3183212.57 63.58 0.13 0.11 0.01
61004 677993.84 3183223.04 63.89 0.15 0.13 0.01
61005 677996.66 3183232.64 64.23 0.14 0.12 0.01
61006 677999.75 3183242.23 64.48 0.15 0.13 0.01
61007 678002.78 3183251.82 64.80 0.14 0.12 0.01
61008 678006.56 3183264.43 65.21 0.15 0.13 0.02
61009 678009.67 3183274.22 65.48 0.14 0.12 0.01
61010 678013.14 3183284.92 65.89 0.14 0.12 0.01
61011 678016.07 3183294.48 66.15 0.16 0.14 0.02
61012 678019.06 3183304.32 66.38 0.15 0.13 0.01
61013 678022.24 3183314.56 66.75 0.15 0.13 0.01
61014 678025.56 3183325.09 67.04 0.14 0.12 0.01
61015 678028.83 3183335.22 67.32 0.16 0.14 0.02
61016 678032.12 3183345.09 67.77 0.16 0.14 0.02
61017 678035.32 3183355.36 68.10 0.17 0.14 0.02
61018 678038.53 3183365.70 68.37 0.15 0.13 0.01
61019 678041.90 3183376.23 68.66 0.18 0.15 0.02
61020 678045.10 3183387.13 69.03 0.16 0.14 0.02
61021 678048.55 3183397.80 69.30 0.16 0.14 0.02
61022 678052.06 3183409.10 69.75 0.15 0.13 0.01
61023 678055.42 3183419.76 70.04 0.16 0.14 0.02
61024 678058.90 3183430.61 70.46 0.15 0.13 0.02
61025 678062.28 3183441.21 70.80 0.14 0.12 0.01
61026 678065.52 3183451.74 71.11 0.16 0.14 0.02
61027 678068.65 3183462.33 71.45 0.16 0.14 0.02
61028 678072.04 3183473.20 71.76 0.10 0.11 0.01
61029 678075.59 3183484.52 72.11 0.10 0.11 0.01
61030 678079.04 3183495.34 72.47 0.10 0.12 0.01
61031 678082.46 3183506.79 72.82 0.10 0.11 0.01
61032 678086.00 3183517.94 73.17 0.11 0.13 0.02
61033 678089.45 3183528.75 73.52 0.10 0.11 0.01
61034 678092.80 3183539.50 73.83 0.11 0.13 0.02
214
61035 678097.00 3183553.28 74.26 0.10 0.11 0.01
61036 678100.46 3183564.43 74.57 0.10 0.11 0.01
61037 678104.86 3183578.81 75.04 0.10 0.11 0.01
61038 678108.28 3183590.47 75.34 0.09 0.11 0.01
61039 678111.82 3183602.00 75.72 0.10 0.11 0.01
61040 678115.59 3183613.46 76.03 0.10 0.11 0.01
61041 678119.19 3183625.04 76.44 0.11 0.12 0.02
61042 678123.56 3183639.35 76.85 0.11 0.13 0.02
61043 678126.88 3183650.73 77.20 0.12 0.13 0.02
61044 678130.47 3183662.05 77.62 0.10 0.11 0.01
61045 678133.86 3183673.50 77.88 0.11 0.13 0.02
61046 678137.39 3183684.59 78.23 0.09 0.10 0.01
61047 678141.07 3183695.57 78.60 0.11 0.12 0.01
61048 678144.55 3183707.70 78.96 0.11 0.12 0.01
61049 678148.10 3183718.67 79.32 0.09 0.10 0.01
61050 678151.62 3183730.45 79.72 0.11 0.12 0.02
61051 678155.13 3183741.61 80.09 0.10 0.11 0.01
61052 678158.41 3183752.90 80.51 0.10 0.11 0.01
61053 678161.84 3183763.78 80.82 0.09 0.10 0.01
61054 678165.22 3183774.96 81.25 0.09 0.10 0.01
61055 678168.85 3183786.38 81.53 0.09 0.10 0.01
61056 678172.34 3183797.93 82.00 0.11 0.12 0.01
61057 678176.00 3183810.16 82.40 0.10 0.11 0.01
61058 678179.93 3183822.66 82.79 0.09 0.10 0.01
61059 678183.52 3183834.15 83.16 0.10 0.11 0.01
61060 678187.20 3183845.87 83.53 0.09 0.10 0.01
61061 678190.85 3183857.61 83.86 0.09 0.10 0.01
61062 678194.48 3183869.66 84.24 0.11 0.12 0.01
61063 678198.40 3183882.01 84.64 0.11 0.12 0.01
61064 678202.29 3183894.52 85.07 0.09 0.10 0.01
61065 678206.08 3183906.73 85.45 0.10 0.11 0.01
61066 678209.70 3183918.72 85.77 0.11 0.12 0.01
61067 678213.32 3183930.50 86.14 0.09 0.10 0.01
61068 678217.00 3183942.48 86.47 0.10 0.11 0.01
61069 678220.68 3183954.41 86.78 0.11 0.12 0.01
61070 678225.30 3183969.71 87.13 0.10 0.11 0.01
215
61071 678229.36 3183981.99 87.54 0.11 0.12 0.01
61072 678232.92 3183993.59 87.84 0.11 0.12 0.02
61073 678236.76 3184005.80 88.12 0.11 0.12 0.02
61074 678240.66 3184018.01 88.44 0.10 0.11 0.01
61075 678244.27 3184030.07 88.78 0.11 0.12 0.01
61076 678248.49 3184042.66 89.09 0.10 0.11 0.01
61077 678251.41 3184052.31 89.32 0.10 0.11 0.01
61078 678255.22 3184064.78 89.75 0.11 0.12 0.01
61079 678259.21 3184077.43 90.01 0.10 0.11 0.01
61080 678263.05 3184089.98 90.29 0.10 0.11 0.01
61081 678266.99 3184102.30 90.68 0.10 0.12 0.01
61082 678270.85 3184114.81 90.90 0.09 0.10 0.01
61083 678273.97 3184124.83 91.21 0.10 0.12 0.01
61084 678277.85 3184137.33 91.49 0.10 0.11 0.01
61085 678281.90 3184150.02 91.74 0.09 0.10 0.01
61086 678285.83 3184162.81 92.02 0.09 0.10 0.01
61087 678288.86 3184172.47 92.22 0.10 0.12 0.01
61088 678292.88 3184185.13 92.41 0.09 0.10 0.01
61089 678296.71 3184197.41 92.71 0.09 0.10 0.01
61090 678300.51 3184209.83 92.95 0.10 0.12 0.01
61091 678304.26 3184222.21 93.09 0.10 0.11 0.01
61092 678307.91 3184234.75 93.34 0.10 0.11 0.01
61093 678311.66 3184247.07 93.55 0.09 0.10 0.01
61094 678315.58 3184259.68 93.85 0.10 0.11 0.01
61095 678319.40 3184272.26 93.99 0.10 0.12 0.01
61096 678323.23 3184284.63 94.16 0.10 0.11 0.01
61097 678326.27 3184294.32 94.24 0.10 0.12 0.01
61098 678330.31 3184307.14 94.48 0.09 0.10 0.01
61099 678334.30 3184319.60 94.68 0.10 0.11 0.01
61100 678338.96 3184334.83 94.86 0.09 0.10 0.01
61101 678342.81 3184347.11 95.02 0.09 0.10 0.01
61102 678346.34 3184358.67 95.12 0.10 0.11 0.01
61103 678349.85 3184370.35 95.22 0.09 0.10 0.01
61104 678353.47 3184382.63 95.46 0.10 0.12 0.01
61105 678357.15 3184394.64 95.58 0.09 0.10 0.01
61106 678360.85 3184406.64 95.67 0.09 0.10 0.01
61107 678364.41 3184418.51 95.74 0.10 0.11 0.01
216
61108 678367.96 3184429.83 95.84 0.09 0.10 0.01
61109 678371.71 3184442.02 95.95 0.10 0.12 0.01
61110 678375.48 3184454.57 96.13 0.10 0.11 0.01
61111 678379.45 3184466.92 96.25 0.10 0.11 0.01
61112 678383.22 3184479.25 96.31 0.10 0.12 0.01
61113 678387.18 3184491.76 96.36 0.10 0.11 0.01
61114 678391.06 3184503.78 96.43 0.10 0.12 0.01
61115 678394.90 3184515.74 96.47 0.10 0.12 0.01
61116 678398.55 3184528.01 96.60 0.10 0.11 0.01
61117 678402.06 3184540.36 96.58 0.10 0.11 0.01
61118 678405.69 3184552.35 96.61 0.09 0.10 0.01
61119 678410.37 3184567.25 96.69 0.09 0.10 0.01
61120 678414.11 3184579.20 96.70 0.10 0.12 0.01
61121 678417.76 3184591.51 96.71 0.10 0.11 0.01
61122 678421.70 3184603.99 96.78 0.09 0.10 0.01
61123 678425.62 3184616.57 96.78 0.09 0.10 0.01
61124 678428.52 3184626.18 96.81 0.10 0.12 0.01
61125 678431.55 3184635.80 96.86 0.10 0.11 0.01
61126 678435.29 3184647.93 96.78 0.09 0.10 0.01
61127 678439.04 3184660.25 96.80 0.09 0.10 0.01
61128 678442.96 3184672.72 96.83 0.09 0.10 0.01
61129 678447.06 3184685.32 96.83 0.10 0.11 0.01
61130 678450.93 3184697.36 96.88 0.09 0.10 0.01
61131 678454.60 3184709.49 96.80 0.09 0.10 0.01
61132 678458.43 3184721.40 96.80 0.10 0.12 0.01
61133 678462.15 3184733.49 96.74 0.09 0.10 0.01
61134 678466.06 3184744.94 96.65 0.09 0.10 0.01
61135 678469.74 3184756.77 96.64 0.10 0.12 0.01
61136 678473.53 3184768.82 96.57 0.09 0.10 0.01
61137 678477.24 3184780.80 96.53 0.09 0.10 0.01
61138 678480.95 3184793.32 96.52 0.09 0.10 0.01
61139 678483.64 3184802.95 96.52 0.10 0.11 0.01
61140 678487.60 3184815.65 96.37 0.10 0.11 0.01
61141 678491.29 3184828.07 96.34 0.10 0.12 0.01
61142 678495.24 3184840.65 96.18 0.10 0.12 0.01
61143 678498.29 3184850.61 96.17 0.10 0.11 0.01
217
61144 678501.44 3184860.55 96.08 0.09 0.10 0.01
61145 678505.28 3184873.16 95.97 0.09 0.10 0.01
61146 678509.26 3184885.73 95.88 0.10 0.12 0.01
61147 678513.18 3184898.25 95.75 0.10 0.12 0.01
61148 678516.84 3184910.21 95.61 0.10 0.11 0.01
61149 678520.89 3184922.28 95.49 0.09 0.10 0.01
61150 678524.40 3184934.08 95.32 0.10 0.12 0.01
61151 678527.95 3184945.83 95.25 0.09 0.10 0.01
61152 678532.80 3184961.10 95.08 0.10 0.12 0.01
61153 678536.71 3184973.46 94.94 0.09 0.10 0.01
61154 678540.37 3184985.89 94.77 0.09 0.10 0.01
61155 678543.88 3184997.84 94.65 0.10 0.12 0.01
61156 678547.73 3185010.32 94.51 0.10 0.12 0.01
61157 678551.40 3185022.77 94.31 0.09 0.10 0.01
61158 678555.28 3185035.21 94.12 0.10 0.12 0.01
61159 678558.23 3185045.12 94.00 0.10 0.11 0.01
61160 678561.43 3185054.79 93.84 0.09 0.10 0.01
61161 678565.42 3185067.66 93.59 0.10 0.12 0.01
61162 678569.33 3185079.80 93.41 0.09 0.10 0.01
61163 678573.07 3185092.15 93.16 0.09 0.10 0.01
61164 678576.91 3185104.16 92.95 0.10 0.12 0.01
61165 678580.90 3185116.72 92.67 0.10 0.12 0.01
61166 678584.68 3185128.85 92.39 0.10 0.11 0.01
61167 678588.31 3185140.91 92.16 0.09 0.10 0.01
61168 678591.92 3185153.51 91.85 0.10 0.12 0.01
61169 678594.81 3185163.21 91.72 0.10 0.11 0.01
61170 678598.72 3185175.40 91.38 0.10 0.12 0.01
61171 678602.29 3185187.14 91.14 0.10 0.11 0.01
61172 678606.25 3185199.37 90.87 0.10 0.11 0.01
61173 678609.93 3185211.48 90.53 0.10 0.11 0.01
61174 678614.83 3185226.94 90.26 0.09 0.10 0.01
61175 678618.62 3185239.07 89.90 0.10 0.11 0.01
61176 678622.43 3185251.14 89.61 0.10 0.11 0.01
61177 678626.32 3185263.18 89.31 0.09 0.10 0.01
61178 678630.06 3185275.57 88.90 0.10 0.11 0.01
61179 678633.76 3185287.37 88.63 0.10 0.11 0.01
61180 678637.61 3185299.49 88.36 0.09 0.10 0.01
218
61181 678641.37 3185311.95 88.04 0.09 0.10 0.01
61182 678645.15 3185324.79 87.64 0.09 0.10 0.01
61183 678649.04 3185337.43 87.30 0.10 0.12 0.01
61184 678651.92 3185347.28 87.03 0.09 0.10 0.01
61185 678655.83 3185359.91 86.65 0.10 0.12 0.01
61186 678660.75 3185375.17 86.24 0.09 0.10 0.01
61187 678664.48 3185387.62 85.90 0.10 0.11 0.01
61188 678668.54 3185400.01 85.49 0.10 0.12 0.01
61189 678672.49 3185412.50 85.16 0.10 0.12 0.01
61190 678675.40 3185422.08 84.88 0.10 0.11 0.01
61191 678679.40 3185434.76 84.46 0.10 0.12 0.01
61192 678682.33 3185444.34 84.14 0.10 0.12 0.01
61193 678685.38 3185453.87 83.86 0.10 0.11 0.01
61194 678689.11 3185466.27 83.47 0.10 0.12 0.01
61195 678692.91 3185478.61 83.13 0.10 0.11 0.01
61196 678695.90 3185488.31 82.81 0.10 0.12 0.01
61197 678699.68 3185500.95 82.45 0.10 0.11 0.01
61198 678703.60 3185513.86 81.99 0.10 0.11 0.01
61199 678707.52 3185526.10 81.63 0.09 0.10 0.01
61200 678711.17 3185537.94 81.15 0.09 0.10 0.01
61201 678714.86 3185549.84 80.75 0.09 0.10 0.01
61202 678717.87 3185559.41 80.52 0.10 0.11 0.01
61203 678720.96 3185569.21 80.22 0.10 0.11 0.01
61204 678724.76 3185581.57 79.80 0.09 0.10 0.01
61205 678727.64 3185591.21 79.44 0.10 0.12 0.01
61206 678731.50 3185603.87 79.06 0.09 0.10 0.01
61207 678736.45 3185619.79 78.51 0.10 0.12 0.01
61208 678740.75 3185633.19 78.05 0.10 0.12 0.01
61209 678744.67 3185645.85 77.72 0.09 0.11 0.01
61210 678747.50 3185655.61 77.37 0.09 0.10 0.01
61211 678750.25 3185665.58 77.07 0.09 0.11 0.01
61212 678753.43 3185675.65 76.80 0.09 0.11 0.01
61213 678756.70 3185685.70 76.48 0.10 0.12 0.01
61214 678759.73 3185695.49 76.17 0.09 0.11 0.01
61215 678763.87 3185707.87 75.75 0.09 0.11 0.01
61216 678767.03 3185717.75 75.48 0.09 0.10 0.01
219
61217 678771.09 3185730.52 75.03 0.09 0.10 0.01
61218 678774.12 3185740.45 74.75 0.10 0.11 0.01
61219 678777.32 3185750.32 74.39 0.09 0.10 0.01
61220 678780.46 3185759.97 74.17 0.10 0.11 0.01
61221 678783.56 3185769.97 73.90 0.10 0.12 0.01
61222 678786.55 3185779.68 73.59 0.09 0.10 0.01
61223 678789.71 3185789.63 73.30 0.09 0.10 0.01
61224 678792.68 3185799.70 72.95 0.09 0.10 0.01
61225 678795.81 3185810.15 72.65 0.10 0.12 0.01
61226 678798.77 3185820.06 72.41 0.10 0.12 0.01
61227 678801.91 3185830.40 72.13 0.10 0.11 0.01
61228 678804.96 3185840.33 71.78 0.10 0.11 0.01
61229 678807.92 3185850.53 71.46 0.09 0.10 0.01
61230 678810.96 3185860.64 71.17 0.09 0.10 0.01
61231 678814.15 3185870.71 70.85 0.09 0.10 0.01
61232 678817.40 3185881.05 70.45 0.10 0.11 0.01
61233 678820.66 3185891.39 70.15 0.10 0.12 0.01
61234 678823.89 3185901.30 69.80 0.10 0.11 0.01
61235 678827.02 3185911.44 69.52 0.09 0.10 0.01
61236 678829.99 3185921.34 69.17 0.10 0.12 0.01
61237 678832.98 3185931.41 68.89 0.10 0.12 0.01
61238 678836.04 3185941.38 68.54 0.10 0.12 0.01
61239 678839.36 3185951.83 68.16 0.10 0.11 0.01
61240 678842.69 3185962.29 67.85 0.10 0.12 0.01
61241 678845.69 3185972.55 67.49 0.10 0.11 0.01
61242 678848.90 3185982.97 67.16 0.09 0.10 0.01
61243 678852.06 3185993.25 66.82 0.09 0.10 0.01
61244 678855.03 3186003.18 66.49 0.09 0.10 0.01
61245 678858.10 3186013.80 66.15 0.09 0.10 0.01
61246 678861.24 3186024.15 65.84 0.10 0.12 0.01
61247 678864.27 3186034.64 65.40 0.10 0.11 0.01
61248 678867.45 3186045.51 65.18 0.09 0.10 0.01
61249 678870.64 3186055.93 64.84 0.10 0.11 0.01
61250 678873.60 3186066.05 64.48 0.09 0.10 0.01
61251 678876.62 3186076.52 64.17 0.09 0.10 0.01
61252 678879.70 3186086.82 63.86 0.10 0.11 0.01
61253 678882.77 3186096.97 63.60 0.09 0.10 0.01
220
61254 678886.82 3186110.93 63.04 0.10 0.11 0.01
61255 678890.26 3186121.66 62.74 0.10 0.12 0.01
61256 678893.54 3186132.30 62.47 0.10 0.12 0.01
61257 678897.07 3186142.78 62.13 0.09 0.10 0.01
61258 678900.35 3186153.07 61.78 0.10 0.11 0.01
61259 678903.68 3186163.79 61.53 0.10 0.11 0.01
61260 678906.77 3186173.81 61.12 0.10 0.12 0.01
61261 678910.17 3186184.91 60.78 0.09 0.10 0.01
61262 678913.16 3186195.16 60.45 0.10 0.12 0.01
61263 678916.51 3186205.61 60.07 0.09 0.10 0.01
61264 678919.89 3186215.73 59.72 0.10 0.11 0.01
61265 678923.10 3186225.97 59.47 0.10 0.12 0.01
61266 678926.01 3186235.76 59.13 0.10 0.12 0.01
61267 678928.98 3186245.50 58.78 0.09 0.10 0.01
61268 678933.10 3186258.81 58.46 0.09 0.10 0.01
61269 678936.96 3186271.52 58.03 0.10 0.12 0.01
61270 678939.72 3186281.28 57.77 0.10 0.11 0.01
61271 678942.75 3186291.41 57.41 0.09 0.10 0.01
61272 678945.50 3186301.20 57.13 0.10 0.12 0.01
61273 678948.26 3186311.15 56.79 0.10 0.11 0.01
61274 678951.13 3186320.90 56.46 0.09 0.10 0.01
61275 678954.32 3186330.48 56.17 0.08 0.11 0.01
61276 678966.95 3186373.79 54.84 0.10 0.11 0.01
61277 678969.91 3186383.90 54.62 0.10 0.13 0.01
61278 678972.83 3186394.46 54.20 0.09 0.12 0.01
61279 678976.06 3186405.73 53.81 0.09 0.12 0.01
61280 678979.44 3186418.22 53.45 0.10 0.13 0.01
61281 678983.04 3186430.78 53.08 0.10 0.13 0.01
61282 678985.96 3186440.35 52.76 0.10 0.12 0.01
61283 678988.82 3186450.25 52.42 0.10 0.11 0.01
61284 678991.60 3186459.90 52.12 0.09 0.12 0.01
61285 678994.42 3186469.69 51.76 0.09 0.12 0.01
61286 678998.25 3186482.52 51.55 0.11 0.14 0.01
61287 679001.50 3186492.66 51.14 0.11 0.15 0.01
61288 679004.67 3186503.32 50.83 0.10 0.13 0.01
61289 679007.63 3186513.29 50.46 0.11 0.14 0.01
221
61290 679010.66 3186523.39 50.20 0.11 0.15 0.01
61291 679013.44 3186533.26 49.82 0.12 0.15 0.01
61292 679016.24 3186543.03 49.46 0.10 0.13 0.01
61293 679019.30 3186553.19 49.15 0.10 0.13 0.01
61294 679022.35 3186563.14 48.88 0.11 0.14 0.01
61295 679025.01 3186572.82 48.59 0.12 0.15 0.01
61296 679027.84 3186582.50 48.29 0.10 0.13 0.01
61297 679030.64 3186592.48 48.00 0.11 0.15 0.01
61298 679034.24 3186605.07 47.56 0.11 0.15 0.01
61299 679036.75 3186614.84 47.30 0.11 0.14 0.01
61300 679039.63 3186624.78 47.00 0.11 0.15 0.01
61301 679042.32 3186634.41 46.66 0.10 0.14 0.01
61302 679045.05 3186644.06 46.35 0.11 0.15 0.01
61303 679048.64 3186656.81 45.99 0.10 0.14 0.01
61304 679051.25 3186666.47 45.83 0.11 0.15 0.01
61305 679054.25 3186676.40 45.56 0.11 0.15 0.01
61306 679057.78 3186689.45 45.13 0.11 0.15 0.01
61307 679060.52 3186699.13 44.90 0.09 0.12 0.01
61308 679063.51 3186708.89 44.66 0.10 0.13 0.01
61309 679066.89 3186721.81 44.37 0.11 0.15 0.01
61310 679070.54 3186734.46 43.96 0.09 0.12 0.01
61311 679074.00 3186746.91 43.73 0.11 0.15 0.01
61312 679077.29 3186758.79 43.51 0.11 0.14 0.01
61313 679080.41 3186770.26 43.26 0.10 0.13 0.01
61314 679083.69 3186782.71 42.92 0.10 0.13 0.01
61315 679087.37 3186795.42 42.69 0.10 0.13 0.01
61316 679090.10 3186805.26 42.50 0.09 0.12 0.01
61317 679092.76 3186815.15 42.26 0.11 0.14 0.01
61318 679095.39 3186824.84 42.14 0.11 0.14 0.01
61319 679098.88 3186837.51 41.90 0.09 0.12 0.01
61320 679101.57 3186847.18 41.69 0.09 0.12 0.01
61321 679105.13 3186859.93 41.48 0.10 0.13 0.01
61322 679108.78 3186872.53 41.24 0.10 0.13 0.01
61323 679112.20 3186885.00 40.97 0.09 0.12 0.01
61324 679115.53 3186897.16 40.79 0.09 0.12 0.01
61325 679119.02 3186909.67 40.62 0.11 0.14 0.01
61326 679122.30 3186922.17 40.46 0.11 0.14 0.01
222
61327 679125.51 3186934.48 40.29 0.10 0.13 0.01
61328 679128.26 3186944.27 40.18 0.09 0.12 0.01
61329 679130.88 3186954.25 40.09 0.11 0.14 0.01
61330 679133.58 3186963.99 39.93 0.11 0.14 0.01
61331 679136.25 3186973.97 39.85 0.09 0.12 0.01
61332 679138.91 3186983.80 39.80 0.10 0.13 0.01
61333 679141.51 3186993.57 39.71 0.10 0.13 0.01
61334 679144.97 3187006.32 39.63 0.09 0.12 0.01
61335 679148.42 3187019.08 39.50 0.10 0.13 0.01
61336 679151.74 3187031.49 39.34 0.10 0.14 0.01
61337 679155.29 3187044.46 39.34 0.10 0.14 0.01
61338 679158.78 3187057.37 39.24 0.09 0.12 0.01
61339 679161.59 3187067.22 39.22 0.10 0.14 0.01
61340 679164.34 3187077.31 39.17 0.09 0.13 0.01
61341 679166.91 3187087.29 39.16 0.09 0.11 0.01
61342 679169.41 3187097.05 39.05 0.09 0.11 0.01
61343 679172.12 3187107.15 39.03 0.09 0.11 0.01
61344 679174.87 3187117.21 39.01 0.09 0.11 0.01
61345 679177.33 3187127.25 39.03 0.10 0.14 0.01
61346 679179.98 3187137.02 39.00 0.10 0.14 0.01
61347 679182.65 3187147.17 38.95 0.10 0.14 0.01
61348 679185.29 3187157.32 38.93 0.09 0.13 0.01
61349 679187.96 3187167.53 39.01 0.10 0.14 0.01
61350 679190.58 3187177.64 38.96 0.09 0.13 0.01
61351 679193.40 3187187.56 38.94 0.10 0.14 0.01
61352 679196.09 3187197.46 39.01 0.09 0.13 0.01
61353 679198.77 3187207.79 39.07 0.10 0.14 0.01
61354 679201.59 3187218.15 39.01 0.09 0.11 0.01
61355 679204.40 3187228.42 39.07 0.10 0.14 0.01
61356 679206.90 3187238.30 38.95 0.10 0.14 0.01
61357 679209.38 3187248.30 38.96 0.10 0.14 0.01
61358 679212.55 3187261.20 38.98 0.10 0.14 0.01
61359 679214.98 3187270.96 38.99 0.09 0.13 0.01
61360 679218.37 3187283.95 39.02 0.09 0.11 0.01
61361 679220.76 3187293.82 38.97 0.09 0.13 0.01
61362 679223.41 3187303.69 38.98 0.09 0.13 0.01
223
61363 679226.20 3187313.86 39.05 0.10 0.14 0.01
61364 679228.76 3187323.76 38.99 0.10 0.14 0.01
61365 679231.44 3187333.58 39.00 0.10 0.14 0.01
61366 679233.83 3187343.34 39.02 0.09 0.13 0.01
61367 679236.26 3187353.07 38.96 0.09 0.11 0.01
61368 679238.86 3187362.88 38.98 0.10 0.14 0.01
61369 679241.35 3187372.77 39.06 0.09 0.13 0.01
61370 679244.10 3187382.71 39.05 0.09 0.11 0.01
61371 679246.43 3187392.44 39.01 0.09 0.13 0.01
61372 679249.97 3187404.89 39.01 0.09 0.12 0.01
61373 679252.99 3187417.27 38.99 0.09 0.12 0.01
61374 679256.31 3187429.87 39.03 0.09 0.12 0.01
61375 679259.43 3187442.24 39.09 0.09 0.13 0.01
61376 679262.62 3187454.62 39.02 0.09 0.12 0.01
61377 679265.92 3187467.43 39.00 0.09 0.13 0.01
61378 679269.38 3187479.97 38.98 0.09 0.13 0.01
61379 679272.56 3187492.65 38.96 0.09 0.12 0.01
61380 679276.00 3187505.24 38.88 0.09 0.12 0.01
61381 679279.52 3187518.28 38.95 0.10 0.14 0.01
61382 679283.84 3187533.94 38.94 0.10 0.14 0.01
61383 679287.21 3187546.19 38.93 0.09 0.13 0.01
61384 679289.59 3187556.00 38.91 0.10 0.14 0.01
61385 679292.14 3187565.74 38.94 0.10 0.14 0.01
61386 679295.72 3187578.50 38.96 0.09 0.13 0.01
61387 679298.33 3187588.29 38.92 0.09 0.12 0.01
61388 679301.05 3187598.12 38.96 0.10 0.14 0.01
61389 679304.36 3187610.60 38.93 0.10 0.14 0.01
61390 679307.68 3187623.07 38.90 0.09 0.13 0.01
61391 679310.85 3187635.44 39.03 0.09 0.12 0.01
61392 679314.16 3187648.13 38.90 0.09 0.13 0.01
61393 679317.62 3187660.97 38.99 0.09 0.12 0.01
61394 679320.37 3187670.64 39.04 0.09 0.12 0.01
61395 679323.91 3187683.40 39.02 0.09 0.12 0.01
61396 679326.67 3187693.17 38.94 0.09 0.12 0.01
61397 679329.23 3187703.00 38.94 0.09 0.12 0.01
61398 679331.91 3187712.76 39.11 0.09 0.13 0.01
61399 679335.50 3187725.23 39.00 0.09 0.13 0.01
224
61400 679338.89 3187738.07 39.04 0.09 0.13 0.01
61401 679341.51 3187747.76 39.00 0.09 0.12 0.01
61402 679345.09 3187760.73 39.04 0.09 0.13 0.01
61403 679348.71 3187773.44 39.08 0.10 0.14 0.01
61404 679351.42 3187783.66 39.08 0.10 0.14 0.01
61405 679355.32 3187797.00 39.04 0.09 0.13 0.01
61406 679358.87 3187809.68 39.03 0.10 0.14 0.01
61407 679362.32 3187822.62 39.06 0.10 0.14 0.01
61408 679364.92 3187832.34 39.03 0.10 0.14 0.01
61409 679367.73 3187842.03 39.03 0.09 0.13 0.01
61410 679370.69 3187852.10 38.99 0.10 0.14 0.01
61411 679373.62 3187861.86 39.05 0.10 0.14 0.01
61412 679377.35 3187874.97 39.02 0.09 0.13 0.01
61413 679380.14 3187884.91 39.01 0.09 0.12 0.01
61414 679383.65 3187897.55 39.01 0.10 0.14 0.01
61415 679387.11 3187909.99 38.99 0.09 0.13 0.01
61416 679390.63 3187922.48 39.05 0.09 0.12 0.01
61417 679393.55 3187932.20 38.95 0.09 0.12 0.01
61418 679396.14 3187941.90 38.98 0.09 0.13 0.01
61419 679399.57 3187954.55 38.96 0.09 0.13 0.01
61420 679402.96 3187966.95 38.93 0.09 0.13 0.01
61421 679406.42 3187979.68 38.86 0.10 0.14 0.01
61422 679409.89 3187992.42 38.84 0.09 0.12 0.01
61423 679412.75 3188002.10 38.87 0.09 0.12 0.01
61424 679416.43 3188014.90 38.84 0.09 0.12 0.01
61425 679419.45 3188024.46 38.92 0.09 0.13 0.01
61426 679422.17 3188034.20 38.97 0.10 0.14 0.01
61427 679424.93 3188044.15 38.91 0.09 0.12 0.01
61428 679427.81 3188054.09 38.97 0.09 0.12 0.01
61429 679430.68 3188063.99 38.95 0.09 0.12 0.01
61430 679434.36 3188076.79 38.96 0.10 0.14 0.01
61431 679437.30 3188086.51 38.89 0.10 0.14 0.01
61432 679440.14 3188096.11 38.92 0.09 0.12 0.01
61433 679443.02 3188105.81 38.91 0.09 0.13 0.01
61434 679446.63 3188118.45 38.93 0.09 0.12 0.01
61435 679450.27 3188131.22 38.93 0.10 0.14 0.01
225
61436 679453.15 3188140.95 38.95 0.09 0.12 0.01
61437 679455.99 3188150.78 38.83 0.10 0.14 0.01
61438 679459.64 3188163.34 38.95 0.09 0.13 0.01
61439 679463.06 3188175.67 38.93 0.10 0.13 0.01
61440 679465.96 3188185.26 38.93 0.09 0.13 0.01
61441 679469.62 3188197.23 38.99 0.09 0.12 0.01
61442 679473.13 3188209.42 38.92 0.09 0.12 0.01
61443 679476.63 3188221.46 38.96 0.09 0.13 0.01
61444 679480.27 3188233.80 38.96 0.10 0.14 0.01
61445 679483.99 3188246.15 38.93 0.11 0.15 0.01
61446 679487.62 3188258.18 38.88 0.09 0.13 0.01
61447 679491.22 3188270.41 38.93 0.09 0.13 0.01
61448 679494.83 3188282.92 38.93 0.10 0.13 0.01
61449 679498.62 3188295.45 38.97 0.12 0.16 0.02
61450 679502.32 3188308.00 38.91 0.11 0.16 0.02
61451 679506.01 3188320.53 38.96 0.13 0.17 0.02
61452 679509.63 3188333.12 38.88 0.12 0.16 0.02
61453 679514.29 3188348.82 38.94 0.12 0.17 0.02
61454 679517.13 3188358.43 38.85 0.10 0.14 0.01
61455 679520.93 3188371.00 38.89 0.12 0.17 0.02
61456 679524.86 3188383.59 38.85 0.11 0.16 0.02
61457 679527.96 3188393.41 38.79 0.13 0.17 0.02
61458 679531.71 3188405.54 38.83 0.11 0.15 0.01
61459 679535.39 3188417.96 38.87 0.12 0.16 0.02
61460 679539.20 3188430.50 38.80 0.11 0.15 0.01
61461 679542.96 3188442.99 38.87 0.12 0.16 0.02
61462 679546.92 3188455.71 38.87 0.11 0.15 0.01
61463 679550.59 3188467.81 38.87 0.11 0.15 0.01
61464 679554.30 3188479.50 38.78 0.11 0.16 0.02
61465 679557.85 3188491.56 38.83 0.13 0.18 0.02
61466 679561.56 3188503.62 38.85 0.13 0.18 0.02
61467 679565.22 3188515.61 38.82 0.13 0.17 0.02
227
APPENDIX L
Control Survey Listing MVRM Calibration Site - Dist. 61b
West bound South I-10 Frontage Road at Lobdell
Date & Time 2/28/2014 10:15 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 56
MVRM Control – 61b West bound South I-10 Frontage Road at Lobdell
Figure 57
MVRM Control – 61b Profile 10 X vertical
228
Point ID Northing Easting Elevation H Prc V Prc RMS
1001 708591.25 3306883.34 17.58 0.05 0.08 0.01
1002 709874.71 3302302.32 17.34 0.06 0.09 0.02
10001 708591.15 3306883.49 17.60 0.06 0.09 0.01
10002 708594.35 3306872.67 17.63 0.05 0.07 0.01
10003 708598.83 3306858.80 17.59 0.05 0.07 0.01
10004 708602.16 3306847.75 17.61 0.05 0.08 0.01
10005 708605.65 3306836.63 17.65 0.06 0.09 0.01
10006 708608.55 3306826.88 17.67 0.06 0.09 0.01
10007 708612.09 3306814.78 17.70 0.05 0.08 0.01
10008 708615.06 3306804.97 17.72 0.06 0.09 0.01
10009 708617.94 3306794.83 17.72 0.07 0.10 0.01
10010 708621.09 3306784.26 17.76 0.07 0.10 0.01
10011 708623.85 3306773.23 17.72 0.07 0.10 0.01
10012 708626.98 3306762.09 17.73 0.07 0.11 0.02
10013 708630.23 3306750.99 17.74 0.07 0.10 0.01
10014 708633.17 3306740.35 17.74 0.07 0.11 0.01
10015 708636.18 3306729.67 17.70 0.07 0.10 0.01
10016 708640.19 3306716.35 17.68 0.08 0.12 0.02
10017 708643.58 3306704.98 17.66 0.08 0.11 0.02
10018 708646.95 3306693.21 17.66 0.07 0.10 0.01
10019 708650.12 3306681.63 17.67 0.08 0.12 0.02
10020 708653.39 3306669.99 17.65 0.08 0.11 0.02
10021 708656.84 3306658.90 17.62 0.07 0.11 0.02
10022 708660.21 3306647.47 17.62 0.09 0.13 0.02
10023 708663.26 3306635.98 17.61 0.09 0.13 0.02
10024 708666.58 3306624.90 17.57 0.08 0.12 0.02
10025 708669.39 3306614.11 17.60 0.09 0.14 0.02
10026 708672.35 3306602.90 17.60 0.09 0.14 0.02
10027 708675.74 3306591.59 17.55 0.09 0.13 0.02
10028 708678.94 3306579.52 17.54 0.09 0.13 0.02
10029 708682.52 3306567.67 17.54 0.09 0.13 0.02
10030 708685.58 3306556.35 17.47 0.09 0.14 0.02
10031 708688.79 3306544.65 17.47 0.09 0.14 0.02
10032 708691.91 3306533.83 17.47 0.10 0.15 0.02
10033 708695.00 3306522.90 17.48 0.09 0.14 0.02
229
10034 708697.88 3306512.13 17.54 0.10 0.15 0.02
10035 708701.13 3306501.94 17.51 0.09 0.14 0.02
10036 708703.95 3306490.90 17.52 0.09 0.14 0.02
10037 708707.26 3306480.04 17.56 0.09 0.14 0.02
10038 708710.32 3306469.38 17.54 0.09 0.13 0.02
10039 708713.99 3306456.12 17.56 0.10 0.15 0.02
10040 708717.89 3306442.52 17.48 0.10 0.15 0.02
10041 708720.88 3306431.36 17.53 0.10 0.15 0.02
10042 708724.04 3306420.21 17.55 0.09 0.14 0.02
10043 708726.79 3306409.20 17.55 0.09 0.14 0.02
10044 708730.01 3306397.92 17.56 0.10 0.15 0.02
10045 708733.14 3306386.68 17.53 0.10 0.15 0.02
10046 708736.43 3306375.93 17.53 0.09 0.14 0.02
10047 708739.47 3306364.80 17.50 0.10 0.16 0.02
10048 708742.88 3306353.40 17.45 0.10 0.15 0.02
10049 708746.05 3306342.52 17.44 0.10 0.16 0.02
10050 708749.09 3306331.22 17.41 0.10 0.16 0.02
10051 708751.90 3306320.01 17.45 0.10 0.16 0.02
10052 708755.08 3306308.79 17.45 0.11 0.16 0.02
10053 708758.19 3306297.74 17.44 0.10 0.14 0.02
10054 708761.59 3306286.88 17.49 0.10 0.15 0.02
10055 708764.73 3306275.96 17.52 0.10 0.15 0.02
10056 708768.03 3306264.72 17.49 0.10 0.16 0.02
10057 708771.20 3306253.28 17.51 0.10 0.15 0.02
10058 708773.90 3306241.65 17.53 0.10 0.15 0.02
10059 708777.11 3306229.60 17.55 0.11 0.17 0.02
10060 708780.29 3306218.15 17.56 0.11 0.16 0.02
10061 708783.36 3306206.52 17.57 0.11 0.16 0.02
10062 708786.12 3306194.86 17.54 0.10 0.15 0.02
10063 708790.48 3306180.56 17.55 0.11 0.16 0.02
10064 708794.10 3306168.51 17.57 0.11 0.16 0.02
10065 708797.52 3306156.24 17.54 0.12 0.17 0.02
10066 708800.83 3306145.15 17.53 0.11 0.17 0.02
10067 708803.70 3306135.27 17.52 0.12 0.18 0.02
10068 708806.77 3306124.72 17.52 0.12 0.17 0.02
10069 708809.47 3306114.35 17.50 0.11 0.17 0.02
10070 708812.25 3306103.90 17.49 0.12 0.18 0.02
230
10071 708815.28 3306093.54 17.49 0.11 0.17 0.02
10072 708818.36 3306082.95 17.52 0.12 0.18 0.02
10073 708821.42 3306072.21 17.49 0.12 0.17 0.02
10074 708824.22 3306061.42 17.49 0.11 0.16 0.02
10075 708827.20 3306051.19 17.51 0.11 0.16 0.02
10076 708830.30 3306040.25 17.47 0.12 0.17 0.02
10077 708833.29 3306028.94 17.48 0.11 0.16 0.02
10078 708836.58 3306017.62 17.48 0.12 0.18 0.02
10079 708840.88 3306003.22 17.49 0.11 0.17 0.02
10080 708843.90 3305992.39 17.45 0.12 0.17 0.02
10081 708847.08 3305981.50 17.43 0.11 0.17 0.02
10082 708850.26 3305970.70 17.41 0.12 0.18 0.02
10083 708853.46 3305959.39 17.43 0.13 0.19 0.02
10084 708857.23 3305945.94 17.44 0.12 0.18 0.02
10085 708860.11 3305934.55 17.42 0.13 0.19 0.02
10086 708863.06 3305923.60 17.46 0.12 0.18 0.02
10087 708866.07 3305912.46 17.50 0.13 0.19 0.03
10088 708869.26 3305901.66 17.44 0.13 0.18 0.02
10089 708872.19 3305890.50 17.47 0.13 0.18 0.02
10090 708875.15 3305879.45 17.47 0.12 0.18 0.02
10091 708878.22 3305867.78 17.47 0.12 0.18 0.02
10092 708881.61 3305855.96 17.45 0.13 0.20 0.03
10093 708884.99 3305844.28 17.47 0.13 0.20 0.03
10094 708888.10 3305832.70 17.46 0.13 0.20 0.03
10095 708891.58 3305820.90 17.50 0.13 0.19 0.02
10096 708894.71 3305809.05 17.54 0.13 0.18 0.02
10097 708897.65 3305797.37 17.52 0.13 0.18 0.02
10098 708900.55 3305785.75 17.52 0.13 0.19 0.03
10099 708903.87 3305774.23 17.55 0.13 0.19 0.03
10100 708907.06 3305762.39 17.50 0.13 0.19 0.03
10101 708910.45 3305750.54 17.54 0.12 0.18 0.02
10102 708913.79 3305738.36 17.52 0.13 0.19 0.03
10103 708916.93 3305726.65 17.50 0.13 0.19 0.03
10104 708920.15 3305715.15 17.50 0.12 0.18 0.03
10105 708923.52 3305703.66 17.46 0.12 0.18 0.02
10106 708927.11 3305691.93 17.46 0.13 0.20 0.03
231
10107 708930.43 3305679.94 17.44 0.13 0.19 0.03
10108 708933.82 3305668.41 17.39 0.13 0.19 0.03
10109 708937.04 3305656.60 17.45 0.13 0.20 0.03
10110 708940.45 3305645.00 17.47 0.13 0.20 0.03
10111 708943.97 3305632.74 17.49 0.12 0.18 0.03
10112 708947.09 3305621.10 17.49 0.13 0.20 0.03
10113 708950.88 3305609.14 17.48 0.12 0.18 0.03
10114 708954.46 3305596.92 17.43 0.12 0.18 0.03
10115 708957.65 3305584.82 17.42 0.13 0.19 0.03
10116 708960.54 3305573.59 17.39 0.13 0.20 0.03
10117 708963.89 3305562.06 17.38 0.13 0.20 0.03
10118 708966.80 3305551.26 17.45 0.13 0.20 0.03
10119 708969.70 3305540.26 17.43 0.13 0.20 0.03
10120 708973.92 3305525.95 17.42 0.13 0.18 0.02
10121 708976.75 3305514.72 17.46 0.14 0.20 0.02
10122 708980.14 3305502.83 17.42 0.13 0.19 0.02
10123 708983.43 3305490.88 17.46 0.15 0.21 0.02
10124 708987.95 3305475.46 17.45 0.12 0.18 0.03
10125 708991.54 3305462.85 17.48 0.14 0.20 0.03
10126 708994.75 3305450.44 17.47 0.14 0.20 0.03
10127 708998.34 3305438.41 17.44 0.13 0.20 0.03
10128 709002.14 3305426.01 17.40 0.13 0.19 0.03
10129 709005.20 3305414.13 17.41 0.13 0.19 0.03
10130 709008.42 3305402.47 17.43 0.13 0.19 0.03
10131 709011.83 3305390.39 17.35 0.14 0.20 0.03
10132 709015.32 3305378.07 17.40 0.14 0.21 0.03
10133 709018.63 3305365.93 17.40 0.14 0.21 0.03
10134 709021.97 3305354.21 17.40 0.13 0.20 0.03
10135 709025.54 3305341.98 17.42 0.14 0.20 0.03
10136 709028.91 3305329.77 17.45 0.12 0.18 0.03
10137 709032.30 3305317.00 17.46 0.13 0.19 0.03
10138 709034.82 3305307.26 17.50 0.12 0.18 0.03
10139 709037.75 3305297.47 17.51 0.13 0.19 0.03
10140 709040.34 3305287.81 17.53 0.13 0.19 0.03
10141 709043.24 3305278.02 17.50 0.13 0.19 0.03
10142 709046.21 3305267.78 17.51 0.13 0.19 0.03
10143 709048.74 3305257.92 17.51 0.12 0.18 0.03
232
10144 709051.64 3305247.79 17.51 0.13 0.20 0.03
10145 709055.51 3305234.55 17.48 0.13 0.19 0.03
10146 709058.40 3305224.79 17.43 0.13 0.20 0.03
10147 709061.53 3305214.47 17.37 0.13 0.20 0.03
10148 709064.02 3305204.76 17.38 0.13 0.19 0.03
10149 709066.83 3305194.78 17.37 0.13 0.19 0.03
10150 709070.92 3305181.28 17.35 0.12 0.18 0.03
10151 709073.91 3305171.19 17.38 0.12 0.18 0.03
10152 709077.06 3305158.22 17.38 0.13 0.19 0.03
10153 709079.97 3305147.86 17.35 0.12 0.19 0.03
10154 709082.44 3305137.56 17.38 0.13 0.19 0.03
10155 709085.06 3305127.36 17.40 0.14 0.20 0.03
10156 709087.66 3305117.14 17.40 0.13 0.19 0.03
10157 709090.64 3305107.12 17.40 0.13 0.19 0.03
10158 709093.56 3305097.00 17.45 0.14 0.20 0.03
10159 709096.40 3305086.88 17.47 0.14 0.20 0.03
10160 709099.17 3305076.51 17.47 0.13 0.20 0.03
10161 709101.91 3305066.28 17.48 0.14 0.20 0.03
10162 709104.97 3305056.52 17.50 0.13 0.20 0.03
10163 709107.99 3305046.49 17.48 0.14 0.20 0.03
10164 709110.91 3305036.28 17.51 0.13 0.20 0.03
10165 709113.84 3305026.64 17.52 0.14 0.20 0.03
10166 709116.35 3305016.82 17.48 0.13 0.20 0.03
10167 709119.12 3305007.05 17.50 0.14 0.21 0.03
10168 709121.84 3304997.40 17.47 0.14 0.21 0.03
10169 709124.58 3304987.41 17.43 0.13 0.20 0.03
10170 709127.35 3304977.70 17.38 0.13 0.20 0.03
10171 709130.75 3304964.95 17.41 0.13 0.19 0.03
10172 709133.30 3304954.98 17.36 0.13 0.19 0.03
10173 709137.82 3304938.84 17.34 0.14 0.21 0.03
10174 709140.56 3304929.15 17.33 0.14 0.21 0.03
10175 709143.67 3304919.29 17.35 0.13 0.20 0.03
10176 709147.43 3304906.08 17.34 0.14 0.21 0.03
10177 709150.53 3304896.33 17.32 0.14 0.20 0.03
10178 709153.34 3304886.56 17.35 0.13 0.19 0.03
10179 709156.86 3304873.87 17.35 0.14 0.20 0.03
233
10180 709159.47 3304864.21 17.35 0.13 0.19 0.03
10181 709162.08 3304854.35 17.35 0.14 0.21 0.03
10182 709165.72 3304841.92 17.39 0.14 0.21 0.03
10183 709169.58 3304829.35 17.40 0.14 0.20 0.03
10184 709172.72 3304816.59 17.38 0.14 0.20 0.03
10185 709175.96 3304804.09 17.40 0.14 0.21 0.03
10186 709179.54 3304791.80 17.36 0.14 0.21 0.03
10187 709182.05 3304782.09 17.34 0.13 0.20 0.02
10188 709184.72 3304772.44 17.35 0.13 0.20 0.02
10189 709187.53 3304762.50 17.32 0.15 0.22 0.02
10190 709190.30 3304752.24 17.33 0.16 0.22 0.02
10191 709192.99 3304742.13 17.31 0.16 0.22 0.02
10192 709195.73 3304732.15 17.33 0.15 0.21 0.02
10193 709198.52 3304722.52 17.37 0.15 0.21 0.02
10194 709201.32 3304712.45 17.37 0.15 0.21 0.02
10195 709204.40 3304702.26 17.35 0.13 0.20 0.03
10196 709207.12 3304692.28 17.37 0.14 0.22 0.03
10197 709210.97 3304678.93 17.43 0.14 0.21 0.03
10198 709215.06 3304664.65 17.36 0.14 0.21 0.03
10199 709218.11 3304654.12 17.39 0.13 0.20 0.03
10200 709220.87 3304644.11 17.34 0.15 0.22 0.03
10201 709223.64 3304633.49 17.38 0.14 0.21 0.03
10202 709226.47 3304622.78 17.39 0.13 0.20 0.03
10203 709229.30 3304611.95 17.39 0.13 0.20 0.03
10204 709232.76 3304601.26 17.38 0.15 0.22 0.03
10205 709235.78 3304591.14 17.38 0.15 0.22 0.03
10206 709238.39 3304580.73 17.37 0.14 0.21 0.03
10207 709241.19 3304570.13 17.36 0.14 0.21 0.03
10208 709243.73 3304559.58 17.37 0.14 0.21 0.03
10209 709246.81 3304549.09 17.36 0.14 0.20 0.03
10210 709250.16 3304538.30 17.36 0.14 0.20 0.03
10211 709253.37 3304528.34 17.37 0.14 0.21 0.03
10212 709256.48 3304517.50 17.38 0.14 0.20 0.03
10213 709259.51 3304507.05 17.36 0.14 0.21 0.03
10214 709262.49 3304496.59 17.35 0.14 0.20 0.03
10215 709265.32 3304486.59 17.37 0.14 0.21 0.03
10216 709267.94 3304476.40 17.46 0.14 0.21 0.03
234
10217 709270.86 3304465.77 17.50 0.15 0.20 0.02
10218 709273.52 3304455.15 17.51 0.15 0.20 0.02
10219 709276.67 3304444.51 17.56 0.15 0.20 0.02
10220 709281.21 3304429.74 17.53 0.14 0.21 0.03
10221 709283.98 3304419.13 17.56 0.14 0.20 0.03
10222 709286.67 3304409.05 17.57 0.16 0.22 0.02
10223 709290.50 3304394.79 17.52 0.15 0.20 0.02
10224 709293.66 3304384.41 17.49 0.15 0.20 0.02
10225 709297.13 3304369.69 17.48 0.16 0.22 0.02
10226 709301.76 3304354.64 17.41 0.15 0.21 0.02
10227 709305.75 3304339.54 17.38 0.15 0.21 0.02
10228 709310.36 3304324.09 17.33 0.14 0.21 0.03
10229 709314.17 3304309.92 17.32 0.15 0.23 0.03
10230 709317.18 3304299.82 17.35 0.15 0.23 0.03
10231 709319.95 3304289.62 17.34 0.15 0.23 0.03
10232 709322.66 3304279.96 17.32 0.13 0.18 0.03
10233 709325.01 3304270.11 17.36 0.13 0.18 0.03
10234 709328.80 3304257.64 17.37 0.14 0.19 0.03
10235 709331.84 3304248.09 17.40 0.14 0.19 0.03
10236 709334.64 3304238.20 17.43 0.15 0.18 0.02
10237 709337.80 3304227.71 17.38 0.14 0.19 0.03
10238 709340.75 3304218.16 17.37 0.14 0.19 0.03
10239 709343.74 3304208.38 17.33 0.14 0.19 0.03
10240 709346.61 3304198.14 17.31 0.14 0.17 0.02
10241 709348.92 3304187.93 17.40 0.14 0.17 0.02
10242 709351.21 3304177.95 17.37 0.14 0.18 0.02
10243 709353.58 3304167.53 17.37 0.14 0.18 0.02
10244 709356.52 3304156.80 17.38 0.14 0.18 0.03
10245 709359.76 3304146.55 17.42 0.13 0.18 0.03
10246 709363.83 3304132.82 17.37 0.14 0.19 0.03
10247 709366.70 3304122.33 17.35 0.13 0.18 0.03
10248 709369.67 3304112.46 17.40 0.13 0.18 0.03
10249 709372.19 3304102.29 17.40 0.14 0.19 0.03
10250 709374.63 3304092.45 17.41 0.14 0.19 0.03
10251 709376.92 3304082.44 17.44 0.14 0.19 0.03
10252 709380.21 3304071.57 17.45 0.14 0.19 0.03
235
10253 709384.65 3304057.42 17.44 0.14 0.19 0.03
10254 709387.64 3304046.77 17.43 0.14 0.19 0.03
10255 709390.68 3304036.19 17.40 0.13 0.18 0.03
10256 709394.98 3304021.71 17.40 0.13 0.18 0.03
10257 709397.88 3304011.49 17.41 0.13 0.18 0.03
10258 709400.34 3304001.15 17.39 0.13 0.18 0.03
10259 709403.24 3303990.58 17.37 0.14 0.19 0.03
10260 709406.13 3303979.73 17.35 0.14 0.19 0.03
10261 709409.16 3303969.58 17.38 0.13 0.18 0.03
10262 709412.17 3303959.04 17.38 0.13 0.18 0.03
10263 709414.85 3303949.09 17.40 0.13 0.18 0.03
10264 709417.68 3303938.74 17.37 0.13 0.18 0.03
10265 709420.87 3303928.37 17.38 0.13 0.18 0.03
10266 709424.01 3303917.62 17.37 0.13 0.18 0.03
10267 709426.83 3303906.96 17.41 0.14 0.19 0.03
10268 709429.95 3303896.11 17.39 0.13 0.18 0.03
10269 709433.35 3303885.50 17.41 0.14 0.19 0.03
10270 709435.90 3303875.20 17.41 0.13 0.18 0.03
10271 709438.73 3303864.65 17.39 0.14 0.19 0.03
10272 709441.67 3303854.36 17.39 0.14 0.19 0.03
10273 709443.99 3303843.99 17.41 0.13 0.18 0.03
10274 709446.94 3303834.04 17.41 0.13 0.18 0.03
10275 709449.83 3303824.40 17.38 0.13 0.18 0.03
10276 709452.96 3303814.23 17.41 0.13 0.18 0.03
10277 709455.65 3303804.18 17.41 0.14 0.19 0.03
10278 709459.83 3303790.52 17.44 0.14 0.19 0.03
10279 709462.35 3303780.27 17.44 0.14 0.19 0.03
10280 709465.46 3303770.06 17.43 0.14 0.19 0.03
10281 709468.58 3303759.49 17.42 0.14 0.19 0.03
10282 709472.63 3303745.31 17.44 0.14 0.19 0.03
10283 709476.65 3303731.37 17.42 0.13 0.18 0.03
10284 709479.38 3303721.19 17.39 0.13 0.18 0.03
10285 709483.14 3303707.88 17.45 0.13 0.19 0.03
10286 709485.71 3303697.65 17.43 0.13 0.18 0.03
10287 709489.75 3303682.68 17.40 0.13 0.19 0.03
10288 709493.37 3303670.33 17.42 0.13 0.17 0.03
10289 709496.77 3303657.85 17.37 0.14 0.19 0.03
236
10290 709500.25 3303645.26 17.34 0.14 0.19 0.03
10291 709503.10 3303635.34 17.36 0.14 0.19 0.03
10292 709506.36 3303622.52 17.37 0.14 0.20 0.03
10293 709509.44 3303612.61 17.35 0.13 0.18 0.03
10294 709512.32 3303602.27 17.34 0.13 0.19 0.03
10295 709515.20 3303591.42 17.35 0.13 0.19 0.03
10296 709518.21 3303580.62 17.39 0.14 0.20 0.03
10297 709521.16 3303569.96 17.43 0.14 0.19 0.03
10298 709524.08 3303559.09 17.45 0.14 0.19 0.03
10299 709526.97 3303548.42 17.46 0.14 0.19 0.03
10300 709529.95 3303537.69 17.49 0.14 0.20 0.03
10301 709533.08 3303527.07 17.51 0.15 0.21 0.03
10302 709536.10 3303516.96 17.45 0.15 0.21 0.03
10303 709538.89 3303506.75 17.46 0.15 0.21 0.03
10304 709541.97 3303495.58 17.39 0.15 0.21 0.03
10305 709545.17 3303484.30 17.38 0.15 0.21 0.03
10306 709548.28 3303473.71 17.35 0.15 0.21 0.03
10307 709551.44 3303463.11 17.33 0.15 0.21 0.03
10308 709554.57 3303452.44 17.29 0.14 0.20 0.03
10309 709557.70 3303441.86 17.30 0.14 0.20 0.03
10310 709560.75 3303431.51 17.29 0.14 0.20 0.03
10311 709563.66 3303421.15 17.30 0.14 0.20 0.03
10312 709565.38 3303410.31 17.30 0.14 0.20 0.03
10313 709568.22 3303399.73 17.35 0.14 0.20 0.03
10314 709571.41 3303389.35 17.34 0.14 0.20 0.03
10315 709574.39 3303378.59 17.34 0.14 0.20 0.03
10316 709577.56 3303367.42 17.30 0.16 0.22 0.03
10317 709580.30 3303357.67 17.36 0.16 0.22 0.03
10318 709583.44 3303344.30 17.34 0.15 0.21 0.03
10319 709586.55 3303333.09 17.31 0.14 0.20 0.03
10320 709589.26 3303322.35 17.34 0.14 0.20 0.03
10321 709592.45 3303311.00 17.29 0.15 0.20 0.03
10322 709596.07 3303299.63 17.31 0.16 0.22 0.03
10323 709599.16 3303288.35 17.29 0.16 0.22 0.03
10324 709602.41 3303276.89 17.29 0.16 0.22 0.03
10325 709606.47 3303264.98 17.30 0.16 0.22 0.03
237
10326 709609.77 3303252.23 17.27 0.15 0.21 0.03
10327 709612.27 3303242.45 17.31 0.15 0.22 0.03
10328 709615.32 3303230.00 17.30 0.14 0.21 0.03
10329 709618.48 3303217.40 17.35 0.14 0.21 0.03
10330 709621.38 3303207.40 17.36 0.16 0.22 0.03
10331 709625.49 3303195.32 17.38 0.16 0.22 0.03
10332 709629.23 3303183.18 17.37 0.15 0.22 0.03
10333 709632.88 3303171.14 17.37 0.15 0.22 0.03
10334 709636.05 3303159.27 17.37 0.15 0.22 0.03
10335 709639.36 3303147.25 17.40 0.15 0.22 0.03
10336 709642.86 3303135.14 17.39 0.15 0.22 0.03
10337 709645.68 3303123.54 17.40 0.15 0.21 0.03
10338 709648.80 3303111.76 17.38 0.14 0.21 0.03
10339 709652.32 3303099.60 17.35 0.16 0.23 0.03
10340 709655.22 3303087.17 17.37 0.16 0.23 0.03
10341 709658.65 3303074.30 17.36 0.16 0.23 0.03
10342 709661.28 3303064.39 17.34 0.15 0.22 0.03
10343 709664.09 3303054.20 17.31 0.15 0.22 0.03
10344 709666.96 3303044.04 17.32 0.15 0.22 0.03
10345 709669.93 3303034.04 17.27 0.15 0.22 0.03
10346 709672.89 3303023.82 17.18 0.15 0.21 0.03
10347 709675.71 3303014.05 17.16 0.15 0.21 0.03
10348 709678.25 3303004.34 17.18 0.15 0.21 0.03
10349 709681.27 3302994.62 17.11 0.15 0.21 0.03
10350 709683.76 3302984.68 17.12 0.15 0.21 0.03
10351 709686.73 3302974.65 17.12 0.16 0.23 0.03
10352 709689.44 3302964.24 17.14 0.16 0.23 0.03
10353 709692.46 3302953.86 17.13 0.16 0.23 0.03
10354 709695.47 3302943.26 17.13 0.16 0.23 0.03
10355 709698.53 3302932.67 17.12 0.16 0.23 0.03
10356 709701.18 3302921.99 17.11 0.15 0.22 0.03
10357 709704.26 3302911.53 17.12 0.15 0.22 0.03
10358 709707.09 3302901.57 17.14 0.15 0.22 0.03
10359 709709.82 3302891.73 17.15 0.15 0.22 0.03
10360 709712.50 3302882.03 17.15 0.15 0.22 0.03
10361 709715.46 3302872.35 17.19 0.15 0.22 0.03
10362 709718.69 3302859.34 17.11 0.15 0.21 0.03
238
10363 709720.78 3302849.32 17.20 0.15 0.21 0.03
10364 709723.45 3302838.80 17.24 0.15 0.21 0.03
10365 709726.28 3302828.18 17.21 0.16 0.23 0.03
10366 709729.53 3302818.18 17.24 0.16 0.23 0.03
10367 709733.66 3302805.48 17.21 0.16 0.23 0.03
10368 709737.24 3302792.91 17.25 0.16 0.23 0.03
10369 709741.35 3302780.53 17.25 0.15 0.22 0.03
10370 709744.20 3302770.73 17.27 0.15 0.22 0.03
10371 709747.43 3302758.00 17.25 0.15 0.22 0.03
10372 709750.69 3302745.24 17.31 0.15 0.22 0.03
10373 709753.30 3302735.23 17.28 0.15 0.22 0.03
10374 709756.74 3302725.16 17.32 0.15 0.22 0.03
10375 709759.62 3302715.13 17.31 0.15 0.22 0.03
10376 709762.30 3302705.33 17.29 0.15 0.22 0.03
10377 709765.08 3302695.05 17.31 0.15 0.22 0.03
10378 709768.03 3302685.26 17.30 0.15 0.22 0.03
10379 709770.92 3302675.16 17.29 0.15 0.22 0.03
10380 709773.49 3302665.12 17.30 0.15 0.21 0.03
10381 709776.10 3302654.95 17.29 0.15 0.21 0.03
10382 709779.00 3302645.20 17.33 0.16 0.23 0.03
10383 709781.87 3302635.04 17.32 0.15 0.22 0.03
10384 709786.02 3302621.28 17.31 0.15 0.21 0.03
10385 709788.85 3302611.20 17.31 0.16 0.23 0.03
10386 709791.50 3302601.01 17.37 0.16 0.23 0.03
10387 709794.41 3302590.59 17.39 0.16 0.23 0.03
10388 709797.21 3302580.34 17.36 0.16 0.23 0.03
10389 709800.76 3302566.27 17.40 0.15 0.22 0.03
10390 709803.55 3302556.33 17.41 0.15 0.22 0.03
10391 709807.53 3302542.98 17.40 0.14 0.21 0.03
10392 709810.51 3302532.72 17.35 0.14 0.21 0.03
10393 709813.91 3302522.49 17.35 0.14 0.21 0.03
10394 709816.53 3302511.97 17.38 0.14 0.21 0.03
10395 709819.50 3302501.91 17.38 0.16 0.22 0.03
10396 709822.09 3302491.40 17.39 0.15 0.22 0.03
10397 709825.15 3302481.13 17.38 0.15 0.22 0.03
10398 709827.97 3302470.25 17.43 0.15 0.22 0.03
239
10399 709830.90 3302459.22 17.46 0.15 0.22 0.03
10400 709833.86 3302448.49 17.48 0.15 0.22 0.03
10401 709837.14 3302437.98 17.46 0.15 0.22 0.03
10402 709840.05 3302427.50 17.45 0.14 0.21 0.03
10403 709842.74 3302417.17 17.44 0.14 0.21 0.03
10404 709846.17 3302406.68 17.44 0.14 0.21 0.03
10405 709848.72 3302396.01 17.44 0.14 0.21 0.03
10406 709852.00 3302385.46 17.42 0.14 0.21 0.03
10407 709854.97 3302375.18 17.45 0.14 0.21 0.03
10408 709857.79 3302364.68 17.45 0.15 0.22 0.03
10409 709860.79 3302354.24 17.39 0.15 0.22 0.03
10410 709863.47 3302343.09 17.40 0.15 0.22 0.03
10411 709866.41 3302332.26 17.39 0.15 0.22 0.03
10412 709869.46 3302321.86 17.35 0.15 0.22 0.03
10413 709872.52 3302311.57 17.30 0.15 0.22 0.03
12128 708597.65 3306858.27 17.65 0.24 0.33 0.04
12129 708615.41 3306797.83 17.73 0.24 0.32 0.04
12130 708632.96 3306737.43 17.70 0.25 0.33 0.04
12131 708650.32 3306676.90 17.68 0.25 0.33 0.04
12132 708667.55 3306616.27 17.61 0.23 0.32 0.04
12133 708684.56 3306555.50 17.52 0.23 0.32 0.04
12134 708701.52 3306494.68 17.56 0.24 0.33 0.04
12135 708718.66 3306434.04 17.55 0.25 0.34 0.04
12136 708735.65 3306373.57 17.50 0.25 0.34 0.04
12137 708752.56 3306313.15 17.41 0.25 0.33 0.04
12138 708769.52 3306252.74 17.49 0.24 0.32 0.04
12139 708786.62 3306192.32 17.46 0.25 0.34 0.04
12140 708803.65 3306131.71 17.44 0.26 0.35 0.05
12141 708820.67 3306070.99 17.45 0.26 0.35 0.05
12142 708837.67 3306010.21 17.42 0.25 0.33 0.04
12143 708854.65 3305949.46 17.39 0.25 0.34 0.04
12144 708871.70 3305888.76 17.43 0.25 0.34 0.05
12145 708888.76 3305828.13 17.44 0.25 0.33 0.04
12146 708905.67 3305767.44 17.43 0.25 0.33 0.04
12147 708922.59 3305706.73 17.44 0.25 0.33 0.04
12148 708956.50 3305585.50 17.27 0.24 0.33 0.05
12149 708973.36 3305524.93 17.28 0.24 0.34 0.05
240
12150 708990.27 3305464.42 17.30 0.25 0.34 0.04
12151 709007.11 3305403.93 17.42 0.23 0.32 0.04
12152 709023.94 3305343.44 17.44 0.23 0.32 0.04
12153 709040.84 3305282.94 17.53 0.23 0.32 0.04
12154 709057.75 3305222.46 17.43 0.23 0.32 0.04
12155 709074.61 3305161.85 17.42 0.22 0.30 0.04
12156 709091.64 3305101.20 17.45 0.22 0.31 0.04
12157 709125.96 3304979.91 17.49 0.22 0.31 0.04
12158 709143.02 3304919.24 17.39 0.23 0.32 0.04
12159 709176.83 3304797.92 17.45 0.25 0.31 0.04
12160 709210.26 3304676.70 17.47 0.24 0.30 0.04
12161 709244.00 3304555.68 17.44 0.23 0.31 0.04
12162 709260.89 3304495.07 17.50 0.23 0.31 0.04
12163 709277.88 3304434.41 17.61 0.23 0.31 0.04
12164 709295.01 3304373.71 17.53 0.22 0.29 0.04
12165 709312.22 3304313.00 17.42 0.22 0.30 0.04
12166 709329.29 3304252.30 17.43 0.22 0.30 0.04
12167 709363.19 3304131.25 17.44 0.22 0.29 0.04
12168 709380.27 3304070.77 17.50 0.22 0.29 0.04
12169 709397.31 3304010.27 17.47 0.22 0.29 0.04
12170 709414.38 3303949.74 17.44 0.21 0.28 0.04
12171 709431.35 3303889.14 17.47 0.20 0.27 0.04
12172 709448.24 3303828.59 17.43 0.21 0.29 0.04
12173 709465.03 3303768.00 17.53 0.21 0.29 0.04
12174 709481.94 3303707.47 17.49 0.21 0.28 0.04
12175 709498.81 3303646.78 17.43 0.21 0.28 0.04
12176 709515.77 3303586.03 17.47 0.20 0.28 0.04
12177 709549.61 3303464.63 17.42 0.21 0.29 0.04
12178 709566.59 3303403.91 17.39 0.20 0.28 0.04
12179 709583.63 3303343.18 17.43 0.21 0.29 0.04
12180 709600.51 3303282.45 17.43 0.20 0.27 0.04
12181 709617.39 3303221.75 17.44 0.19 0.27 0.04
12182 709634.39 3303161.15 17.53 0.21 0.29 0.04
12183 709651.38 3303100.62 17.46 0.21 0.29 0.04
12184 709668.35 3303040.11 17.40 0.21 0.29 0.04
12185 709685.35 3302979.54 17.26 0.21 0.29 0.04
241
12186 709702.23 3302918.87 17.28 0.21 0.29 0.04
12187 709719.19 3302858.21 17.34 0.21 0.29 0.04
12188 709736.01 3302797.53 17.40 0.21 0.28 0.04
12189 709752.85 3302736.84 17.49 0.23 0.28 0.04
12190 709769.74 3302676.19 17.44 0.24 0.29 0.04
12191 709786.69 3302615.53 17.47 0.24 0.29 0.04
12192 709803.57 3302554.91 17.52 0.23 0.28 0.04
12193 709820.41 3302494.36 17.54 0.22 0.29 0.04
12194 709837.53 3302433.89 17.58 0.22 0.29 0.04
12195 709854.51 3302373.36 17.55 0.22 0.29 0.04
12196 709871.60 3302312.81 17.45 0.21 0.28 0.04
14001 708599.75 3306851.08 17.57 0.10 0.15 0.01
14002 708621.88 3306776.76 17.66 0.10 0.15 0.01
14003 708643.24 3306702.29 17.63 0.11 0.17 0.02
14004 708664.43 3306627.75 17.55 0.09 0.15 0.01
14005 708685.35 3306553.17 17.48 0.11 0.17 0.02
14006 708706.39 3306478.80 17.56 0.09 0.15 0.01
14007 708727.36 3306404.45 17.50 0.11 0.16 0.02
14008 708748.38 3306330.06 17.38 0.10 0.14 0.02
14009 708769.41 3306255.84 17.47 0.10 0.14 0.02
14010 708790.13 3306181.64 17.47 0.10 0.14 0.02
14011 708810.67 3306107.35 17.42 0.11 0.15 0.02
14012 708831.22 3306033.01 17.35 0.11 0.15 0.02
14013 708851.84 3305958.55 17.38 0.11 0.15 0.02
14014 708872.82 3305883.97 17.40 0.11 0.15 0.02
14015 708893.79 3305809.28 17.45 0.10 0.14 0.02
14016 708914.56 3305734.55 17.45 0.10 0.14 0.02
14017 708935.56 3305659.92 17.35 0.09 0.15 0.01
14018 708956.42 3305585.32 17.40 0.10 0.16 0.01
14019 708977.24 3305510.78 17.38 0.10 0.16 0.01
14020 709018.69 3305361.77 17.45 0.10 0.16 0.01
14021 709039.33 3305287.33 17.52 0.09 0.14 0.01
14022 709059.97 3305212.78 17.40 0.09 0.15 0.01
14023 709080.75 3305138.15 17.38 0.09 0.15 0.01
14024 709101.61 3305063.58 17.54 0.09 0.15 0.01
14025 709122.53 3304989.09 17.50 0.09 0.15 0.01
14026 709143.46 3304914.64 17.38 0.09 0.15 0.01
242
14027 709164.46 3304840.11 17.40 0.10 0.16 0.01
14028 709206.18 3304690.93 17.39 0.10 0.15 0.01
14029 709247.99 3304541.97 17.40 0.09 0.14 0.01
14030 709268.89 3304467.52 17.48 0.11 0.16 0.01
14031 709289.89 3304393.18 17.53 0.09 0.14 0.01
14032 709331.83 3304244.42 17.40 0.09 0.14 0.01
14033 709352.93 3304169.96 17.40 0.09 0.14 0.01
14034 709373.75 3304095.49 17.43 0.11 0.17 0.01
14035 709394.45 3304021.02 17.44 0.09 0.14 0.01
14036 709415.27 3303946.62 17.42 0.11 0.17 0.01
14037 709457.14 3303797.75 17.46 0.10 0.15 0.01
14038 709478.05 3303723.19 17.45 0.10 0.15 0.01
14039 709499.04 3303648.65 17.39 0.11 0.17 0.01
14040 709519.80 3303574.11 17.47 0.10 0.17 0.01
14041 709540.51 3303499.62 17.49 0.09 0.14 0.01
14042 709561.01 3303425.14 17.35 0.09 0.14 0.01
14043 709581.51 3303350.74 17.41 0.10 0.16 0.01
14044 709602.11 3303276.26 17.40 0.09 0.14 0.01
14045 709622.89 3303201.76 17.46 0.10 0.15 0.01
14046 709643.82 3303127.20 17.47 0.10 0.15 0.01
14047 709664.77 3303052.66 17.38 0.09 0.14 0.01
14048 709685.61 3302978.04 17.22 0.09 0.15 0.01
14049 709706.36 3302903.38 17.24 0.09 0.14 0.01
14050 709727.00 3302828.78 17.32 0.10 0.16 0.01
14051 709747.40 3302754.17 17.38 0.10 0.16 0.01
14052 709768.15 3302679.67 17.42 0.10 0.15 0.01
14053 709789.14 3302605.18 17.46 0.10 0.16 0.01
14054 709810.27 3302530.80 17.48 0.10 0.15 0.01
14055 709831.05 3302456.31 17.56 0.10 0.15 0.01
14056 709851.94 3302381.73 17.52 0.09 0.15 0.01
16001 708596.45 3306862.64 17.48 0.12 0.17 0.01
16002 708610.28 3306816.01 17.56 0.14 0.16 0.02
16003 708623.92 3306769.13 17.61 0.13 0.16 0.02
16004 708637.44 3306721.91 17.54 0.14 0.16 0.02
16005 708650.94 3306674.37 17.53 0.15 0.17 0.02
16006 708664.33 3306626.55 17.51 0.14 0.16 0.02
243
16007 708677.74 3306578.30 17.42 0.15 0.18 0.02
16008 708691.02 3306529.92 17.37 0.15 0.17 0.02
16009 708717.62 3306435.53 17.39 0.16 0.19 0.02
16010 708743.86 3306344.12 17.32 0.16 0.19 0.02
16011 708756.56 3306299.49 17.31 0.15 0.18 0.02
16012 708781.08 3306211.35 17.35 0.15 0.18 0.02
16013 708805.85 3306122.78 17.31 0.16 0.19 0.02
16014 708818.29 3306078.06 17.33 0.17 0.20 0.03
16015 708830.75 3306033.09 17.31 0.17 0.20 0.03
16016 708855.87 3305942.60 17.28 0.16 0.19 0.02
16017 708868.59 3305897.35 17.32 0.16 0.21 0.03
16018 708893.93 3305807.02 17.32 0.16 0.19 0.02
16019 708918.81 3305716.92 17.34 0.16 0.19 0.02
16020 708931.30 3305671.94 17.32 0.18 0.21 0.03
16021 708956.36 3305582.11 17.32 0.17 0.20 0.03
16022 708981.32 3305492.23 17.36 0.16 0.20 0.03
16023 708993.82 3305447.27 17.37 0.17 0.21 0.03
16024 709006.43 3305402.31 17.37 0.17 0.21 0.03
16025 709019.13 3305357.32 17.38 0.18 0.21 0.03
16026 709031.83 3305312.31 17.46 0.17 0.20 0.03
16027 709044.51 3305267.27 17.44 0.17 0.21 0.03
16028 709057.22 3305222.18 17.39 0.17 0.22 0.03
16029 709069.96 3305177.04 17.33 0.18 0.23 0.03
16030 709082.69 3305131.96 17.30 0.18 0.23 0.03
16031 709095.44 3305086.93 17.40 0.18 0.23 0.03
16032 709120.73 3304997.02 17.44 0.18 0.22 0.03
16033 709145.65 3304907.07 17.29 0.17 0.21 0.03
16034 709158.14 3304862.15 17.34 0.18 0.23 0.03
16035 709183.13 3304772.25 17.31 0.19 0.22 0.03
16036 709208.33 3304682.24 17.37 0.19 0.22 0.03
16037 709220.95 3304637.19 17.34 0.19 0.22 0.03
16038 709233.68 3304592.16 17.34 0.19 0.22 0.03
16039 709246.34 3304547.12 17.36 0.19 0.22 0.03
16040 709284.12 3304412.30 17.52 0.19 0.22 0.03
16041 709296.70 3304367.40 17.40 0.19 0.22 0.03
16042 709309.41 3304322.41 17.32 0.18 0.21 0.03
16043 709322.09 3304277.41 17.32 0.19 0.22 0.03
244
16044 709334.72 3304232.45 17.36 0.19 0.22 0.03
16045 709347.34 3304187.50 17.36 0.18 0.22 0.03
16046 709359.98 3304142.52 17.33 0.19 0.22 0.03
16047 709372.51 3304097.48 17.40 0.18 0.22 0.03
16048 709384.99 3304052.45 17.42 0.20 0.23 0.03
16049 709397.52 3304007.43 17.43 0.19 0.22 0.03
16050 709410.12 3303962.40 17.36 0.20 0.23 0.03
16051 709422.79 3303917.41 17.36 0.20 0.24 0.03
16052 709435.41 3303872.39 17.40 0.19 0.23 0.03
16053 709448.09 3303827.41 17.33 0.18 0.22 0.03
16054 709460.68 3303782.42 17.41 0.19 0.24 0.03
16055 709473.26 3303737.46 17.43 0.18 0.22 0.03
16056 709485.76 3303692.50 17.38 0.18 0.23 0.03
16057 709498.21 3303647.52 17.34 0.19 0.24 0.03
16058 709510.74 3303602.54 17.38 0.19 0.23 0.03
16059 709523.22 3303557.62 17.44 0.19 0.23 0.03
16060 709535.75 3303512.70 17.49 0.19 0.24 0.03
16061 709548.33 3303467.72 17.36 0.18 0.23 0.03
16062 709560.95 3303422.60 17.30 0.19 0.24 0.03
16063 709573.56 3303377.44 17.34 0.18 0.23 0.03
16064 709586.10 3303332.31 17.32 0.19 0.24 0.03
16065 709598.66 3303287.20 17.35 0.18 0.23 0.03
16066 709611.24 3303242.13 17.32 0.19 0.24 0.03
16067 709623.82 3303197.16 17.42 0.19 0.24 0.03
16068 709636.40 3303152.26 17.38 0.19 0.24 0.03
16069 709649.04 3303107.37 17.38 0.19 0.23 0.03
16070 709661.60 3303062.43 17.31 0.19 0.24 0.03
16071 709674.13 3303017.39 17.25 0.19 0.24 0.03
16072 709686.71 3302972.29 17.18 0.19 0.24 0.03
16073 709699.22 3302927.18 17.17 0.19 0.24 0.03
16074 709711.72 3302882.10 17.23 0.19 0.24 0.03
16075 709724.19 3302837.14 17.24 0.19 0.22 0.03
16076 709736.69 3302792.19 17.31 0.19 0.22 0.03
16077 709749.24 3302747.29 17.36 0.19 0.22 0.03
16078 709761.89 3302702.37 17.34 0.19 0.23 0.03
16079 709774.60 3302657.38 17.35 0.19 0.23 0.03
245
16080 709787.28 3302612.33 17.39 0.21 0.24 0.03
16081 709799.85 3302567.27 17.43 0.19 0.23 0.03
16082 709812.44 3302522.21 17.39 0.21 0.24 0.03
16083 709825.08 3302477.16 17.47 0.19 0.23 0.03
16084 709837.75 3302432.12 17.46 0.21 0.25 0.03
16085 709850.38 3302387.11 17.43 0.21 0.25 0.03
16086 709863.01 3302342.05 17.40 0.19 0.23 0.03
18001 708591.56 3306879.55 17.52 0.15 0.23 0.02
18002 708605.74 3306831.72 17.55 0.15 0.23 0.02
18003 708619.70 3306783.99 17.65 0.15 0.22 0.02
18004 708633.53 3306736.38 17.60 0.16 0.24 0.02
18005 708647.31 3306688.79 17.53 0.17 0.25 0.02
18006 708660.81 3306641.09 17.51 0.17 0.25 0.02
18007 708674.18 3306593.34 17.46 0.15 0.22 0.02
18008 708687.56 3306545.55 17.37 0.15 0.22 0.02
18009 708701.02 3306497.77 17.42 0.15 0.22 0.02
18010 708714.47 3306449.99 17.45 0.16 0.23 0.02
18011 708727.86 3306402.17 17.43 0.15 0.23 0.02
18012 708741.25 3306354.31 17.32 0.14 0.21 0.02
18013 708754.69 3306306.42 17.33 0.16 0.24 0.02
18014 708768.15 3306258.56 17.31 0.15 0.22 0.02
18015 708781.56 3306210.69 17.35 0.16 0.24 0.02
18016 708794.88 3306162.82 17.37 0.14 0.21 0.02
18017 708808.16 3306114.93 17.34 0.15 0.22 0.02
18018 708834.89 3306019.21 17.30 0.15 0.22 0.02
18019 708848.26 3305971.33 17.26 0.15 0.22 0.02
18020 708861.55 3305923.47 17.32 0.16 0.23 0.02
18021 708874.84 3305875.60 17.33 0.16 0.23 0.02
18022 708888.17 3305827.77 17.35 0.14 0.20 0.02
18023 708914.90 3305732.12 17.36 0.14 0.20 0.02
18024 708928.29 3305684.28 17.31 0.14 0.20 0.02
18025 708941.66 3305636.46 17.38 0.14 0.20 0.02
18026 708955.01 3305588.69 17.33 0.14 0.20 0.02
18027 708968.36 3305540.95 17.30 0.14 0.21 0.02
18028 708981.81 3305493.24 17.30 0.13 0.20 0.02
18029 708995.23 3305445.47 17.35 0.15 0.22 0.02
18030 709008.50 3305397.85 17.34 0.13 0.20 0.02
246
18031 709021.71 3305350.72 17.36 0.14 0.21 0.02
18032 709034.90 3305303.99 17.44 0.15 0.22 0.02
18033 709048.08 3305257.46 17.40 0.15 0.22 0.02
18034 709061.11 3305211.03 17.31 0.14 0.21 0.02
18035 709087.18 3305118.52 17.35 0.15 0.22 0.02
18036 709100.20 3305072.41 17.41 0.15 0.22 0.02
18037 709125.83 3304979.96 17.39 0.15 0.22 0.02
18038 709151.62 3304886.89 17.27 0.16 0.24 0.02
18039 709164.71 3304840.15 17.36 0.15 0.22 0.02
18040 709177.75 3304793.36 17.32 0.17 0.24 0.02
18041 709190.75 3304746.56 17.28 0.17 0.24 0.02
18042 709203.68 3304699.84 17.35 0.15 0.22 0.02
18043 709216.63 3304653.31 17.37 0.17 0.25 0.02
18044 709229.56 3304606.90 17.33 0.17 0.25 0.02
18045 709242.50 3304560.58 17.36 0.16 0.24 0.02
18046 709255.43 3304514.28 17.40 0.15 0.23 0.02
18047 709268.47 3304468.04 17.49 0.16 0.23 0.02
18048 709281.51 3304421.79 17.52 0.16 0.23 0.02
18049 709294.54 3304375.43 17.44 0.16 0.24 0.02
18050 709307.57 3304328.93 17.34 0.16 0.24 0.02
18051 709320.61 3304282.32 17.36 0.18 0.27 0.02
18052 709333.61 3304235.69 17.41 0.17 0.25 0.02
18053 709346.65 3304189.12 17.39 0.17 0.25 0.02
18054 709359.71 3304142.56 17.36 0.18 0.27 0.02
18055 709372.74 3304096.07 17.40 0.18 0.26 0.02
18056 709385.71 3304049.62 17.48 0.18 0.26 0.02
18057 709398.74 3304003.23 17.42 0.18 0.27 0.02
18058 709411.79 3303956.85 17.36 0.18 0.26 0.02
18059 709424.87 3303910.48 17.41 0.19 0.29 0.03
18060 709437.99 3303864.11 17.37 0.20 0.30 0.03
18061 709451.11 3303817.65 17.39 0.19 0.28 0.03
18062 709464.09 3303771.12 17.43 0.19 0.29 0.03
18063 709477.10 3303724.56 17.44 0.20 0.30 0.03
18064 709490.19 3303677.97 17.41 0.21 0.31 0.03
18065 709503.23 3303631.34 17.36 0.22 0.32 0.03
18066 709516.33 3303584.80 17.42 0.21 0.32 0.03
247
18067 709529.38 3303538.33 17.48 0.20 0.30 0.03
18068 709542.23 3303491.85 17.41 0.21 0.31 0.03
18069 709555.04 3303445.33 17.30 0.21 0.32 0.03
18070 709567.95 3303398.79 17.31 0.21 0.31 0.03
18071 709580.80 3303352.26 17.36 0.20 0.29 0.03
18072 709593.75 3303305.81 17.33 0.20 0.29 0.03
18073 709606.67 3303259.36 17.32 0.20 0.30 0.03
18074 709619.54 3303212.92 17.41 0.22 0.33 0.03
18075 709632.51 3303166.49 17.46 0.21 0.32 0.03
18076 709645.54 3303120.05 17.41 0.22 0.32 0.03
18077 709658.52 3303073.56 17.36 0.20 0.30 0.03
18078 709671.30 3303026.98 17.29 0.21 0.30 0.03
18079 709684.17 3302980.38 17.21 0.22 0.33 0.03
18080 709697.18 3302933.84 17.25 0.21 0.31 0.03
18081 709710.23 3302887.39 17.28 0.22 0.32 0.03
18082 709723.19 3302841.01 17.32 0.23 0.34 0.03
18083 709736.07 3302794.64 17.35 0.22 0.33 0.03
18084 709761.96 3302701.82 17.39 0.22 0.32 0.03
18085 709774.92 3302655.27 17.36 0.23 0.34 0.03
18086 709800.85 3302562.07 17.46 0.22 0.33 0.03
18087 709813.85 3302515.57 17.45 0.23 0.34 0.03
18088 709826.86 3302469.12 17.51 0.23 0.34 0.03
18089 709853.03 3302376.22 17.50 0.22 0.33 0.03
249
APPENDIX M
Control Survey Listing MVRM Calibration Site - Dist. 61c
North bound Burbank Drive at South Kenilworth Parkway
Date & Time 3/10/2014 10:24 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 58
MVRM Control – 61c North bound Burbank Drive at South Kenilworth Parkway
Figure 59
MVRM Control – 61c Profile 10 X vertical
250
Point ID Northing Easting Elevation H Prc V Prc RMS
2001 683278.976 3340255.869 19.123 0.042 0.079 0.007
2002 685041.066 3338280.636 19.221 0.063 0.121 0.012
20001 683278.928 3340255.941 19.096 0.068 0.110 0.013
20002 683287.657 3340247.343 19.103 0.083 0.130 0.015
20003 683296.755 3340237.743 19.055 0.077 0.121 0.014
20004 683304.353 3340229.852 19.106 0.074 0.120 0.015
20005 683312.164 3340222.141 19.129 0.078 0.126 0.015
20006 683320.046 3340213.848 19.143 0.075 0.113 0.012
20007 683328.461 3340205.487 19.118 0.089 0.133 0.014
20008 683336.746 3340197.299 19.152 0.098 0.147 0.016
20009 683344.712 3340188.992 19.121 0.101 0.152 0.016
20010 683352.844 3340180.550 19.102 0.100 0.150 0.016
20011 683360.732 3340172.297 19.085 0.092 0.139 0.015
20012 683368.462 3340164.077 19.111 0.092 0.138 0.015
20013 683376.219 3340156.047 19.037 0.092 0.139 0.015
20014 683384.149 3340147.681 19.091 0.095 0.144 0.015
20015 683391.912 3340139.576 19.098 0.095 0.143 0.015
20016 683399.960 3340131.304 19.146 0.116 0.175 0.018
20017 683408.016 3340122.878 19.126 0.112 0.169 0.018
20018 683416.335 3340114.631 19.101 0.100 0.158 0.018
20019 683424.728 3340106.141 19.103 0.102 0.154 0.016
20020 683432.800 3340097.551 19.088 0.100 0.151 0.016
20021 683440.845 3340088.638 19.136 0.109 0.165 0.017
20022 683448.778 3340079.984 19.094 0.112 0.169 0.018
20023 683456.890 3340071.775 19.114 0.112 0.169 0.018
20024 683465.174 3340063.209 19.101 0.107 0.161 0.017
20025 683475.388 3340052.647 19.089 0.094 0.142 0.018
20026 683486.092 3340042.331 19.102 0.113 0.171 0.018
20027 683494.236 3340033.249 19.173 0.109 0.165 0.017
20028 683502.927 3340024.252 19.184 0.104 0.157 0.016
20029 683511.291 3340015.192 19.183 0.103 0.155 0.016
20030 683519.683 3340006.488 19.080 0.125 0.188 0.020
20031 683528.116 3339997.990 19.119 0.117 0.176 0.018
20032 683537.086 3339989.141 19.203 0.132 0.199 0.021
20033 683545.707 3339979.955 19.123 0.121 0.183 0.019
251
20034 683554.126 3339970.851 19.152 0.132 0.200 0.021
20035 683564.775 3339959.846 19.098 0.118 0.178 0.022
20036 683572.525 3339951.439 19.064 0.129 0.195 0.020
20037 683580.774 3339942.551 19.058 0.122 0.184 0.019
20038 683588.885 3339933.747 19.028 0.131 0.198 0.021
20039 683597.971 3339924.566 19.035 0.134 0.202 0.021
20040 683606.927 3339915.160 19.046 0.129 0.195 0.020
20041 683615.919 3339906.304 19.066 0.125 0.190 0.020
20042 683622.963 3339899.167 19.077 0.141 0.213 0.022
20043 683634.004 3339887.362 19.043 0.130 0.204 0.024
20044 683642.698 3339878.003 19.004 0.131 0.206 0.024
20045 683651.809 3339868.167 19.052 0.129 0.194 0.020
20046 683660.344 3339858.732 19.075 0.147 0.221 0.025
20047 683669.356 3339849.276 19.109 0.134 0.203 0.021
20048 683676.294 3339841.971 19.114 0.138 0.209 0.022
20049 683684.402 3339832.534 19.027 0.140 0.212 0.022
20050 683692.847 3339822.891 19.103 0.135 0.204 0.021
20051 683701.806 3339813.499 19.098 0.153 0.231 0.024
20052 683710.503 3339804.360 19.081 0.138 0.209 0.022
20053 683719.034 3339795.160 19.120 0.138 0.209 0.022
20054 683728.156 3339785.791 19.067 0.145 0.220 0.023
20055 683736.730 3339776.120 19.120 0.154 0.233 0.024
20056 683745.455 3339766.717 19.098 0.141 0.214 0.022
20057 683754.249 3339757.639 19.084 0.156 0.236 0.025
20058 683761.289 3339750.505 19.095 0.158 0.239 0.025
20059 683769.678 3339741.090 19.099 0.139 0.219 0.025
20060 683778.195 3339731.830 19.106 0.140 0.220 0.026
20061 683788.308 3339720.554 19.085 0.145 0.219 0.023
20062 683796.965 3339711.223 19.054 0.154 0.234 0.024
20063 683805.518 3339701.870 19.117 0.164 0.248 0.026
20064 683814.196 3339692.625 19.159 0.151 0.229 0.024
20065 683822.491 3339683.220 19.156 0.161 0.243 0.025
20066 683830.760 3339673.961 19.127 0.160 0.243 0.025
20067 683840.963 3339662.470 19.157 0.161 0.244 0.025
20068 683849.330 3339652.858 19.242 0.150 0.235 0.028
20069 683857.571 3339643.793 19.214 0.150 0.234 0.028
20070 683866.361 3339634.526 19.201 0.157 0.245 0.029
252
20071 683874.858 3339625.194 19.241 0.168 0.250 0.029
20072 683883.926 3339615.385 19.191 0.166 0.226 0.021
20073 683892.923 3339605.912 19.186 0.174 0.239 0.024
20074 683901.509 3339596.717 19.178 0.151 0.227 0.026
20075 683912.173 3339585.219 19.247 0.152 0.223 0.023
20076 683922.407 3339573.496 19.147 0.150 0.223 0.022
20077 683931.062 3339563.352 19.192 0.167 0.248 0.025
20078 683939.457 3339554.308 19.222 0.169 0.251 0.025
20079 683947.693 3339544.840 19.197 0.156 0.231 0.023
20080 683956.167 3339535.605 19.171 0.168 0.254 0.026
20081 683964.699 3339525.786 19.225 0.156 0.236 0.024
20082 683973.634 3339516.259 19.244 0.156 0.237 0.025
20083 683982.298 3339506.542 19.236 0.159 0.241 0.025
20084 683991.244 3339496.834 19.270 0.160 0.243 0.025
20085 683998.477 3339489.257 19.265 0.169 0.257 0.027
20086 684007.360 3339479.615 19.227 0.177 0.269 0.028
20087 684014.114 3339472.233 19.233 0.178 0.270 0.028
20088 684021.039 3339464.518 19.200 0.167 0.249 0.025
20089 684027.728 3339456.927 19.207 0.164 0.256 0.030
20090 684036.190 3339446.896 19.247 0.167 0.254 0.026
20091 684047.160 3339434.340 19.274 0.169 0.256 0.027
20092 684056.119 3339424.717 19.255 0.177 0.269 0.028
20093 684064.490 3339414.930 19.303 0.179 0.271 0.028
20094 684072.861 3339405.182 19.226 0.165 0.251 0.026
20095 684079.765 3339397.806 19.289 0.184 0.275 0.027
20096 684086.573 3339390.281 19.220 0.173 0.261 0.030
20097 684095.075 3339380.822 19.208 0.178 0.247 0.022
20098 684101.709 3339373.213 19.231 0.168 0.251 0.025
20099 684109.767 3339364.185 19.264 0.186 0.257 0.026
20100 684118.227 3339354.232 19.228 0.195 0.271 0.024
20101 684127.007 3339344.689 19.292 0.189 0.263 0.024
20102 684135.369 3339334.712 19.332 0.171 0.255 0.025
20103 684145.652 3339321.860 19.233 0.183 0.275 0.031
20104 684156.744 3339309.807 19.259 0.181 0.275 0.028
20105 684165.268 3339299.845 19.246 0.162 0.255 0.030
20106 684171.696 3339292.023 19.246 0.177 0.278 0.032
253
20107 684180.604 3339281.954 19.260 0.170 0.257 0.027
20108 684187.366 3339274.457 19.206 0.185 0.281 0.029
20109 684194.194 3339266.504 19.275 0.182 0.272 0.027
20110 684201.139 3339258.684 19.210 0.190 0.285 0.028
20111 684208.323 3339250.546 19.245 0.177 0.265 0.026
20112 684215.454 3339242.852 19.207 0.194 0.290 0.029
20113 684222.130 3339234.832 19.227 0.179 0.268 0.027
20114 684233.032 3339222.700 19.194 0.195 0.292 0.029
20115 684243.650 3339210.359 19.204 0.196 0.294 0.029
20116 684251.941 3339200.569 19.219 0.211 0.295 0.026
20117 684258.664 3339192.949 19.253 0.212 0.298 0.027
20118 684265.350 3339185.333 19.261 0.199 0.298 0.030
20119 684273.645 3339175.531 19.242 0.187 0.283 0.029
20120 684282.136 3339165.686 19.231 0.194 0.294 0.030
20121 684288.912 3339157.842 19.300 0.209 0.294 0.026
20122 684295.585 3339150.377 19.212 0.193 0.272 0.024
20123 684303.445 3339141.350 19.163 0.184 0.275 0.027
20124 684311.529 3339131.999 19.187 0.181 0.275 0.028
20125 684319.501 3339122.559 19.219 0.183 0.275 0.027
20126 684327.727 3339112.401 19.197 0.180 0.274 0.028
20127 684336.008 3339103.386 19.214 0.179 0.272 0.028
20128 684344.811 3339093.763 19.169 0.199 0.295 0.030
20129 684353.377 3339083.932 19.185 0.191 0.286 0.028
20130 684361.900 3339073.780 19.179 0.211 0.298 0.026
20131 684370.382 3339063.739 19.197 0.213 0.301 0.027
20132 684377.299 3339056.147 19.167 0.215 0.303 0.027
20133 684386.019 3339046.316 19.101 0.207 0.292 0.026
20134 684394.254 3339036.834 19.254 0.201 0.285 0.025
20135 684402.503 3339026.842 19.146 0.204 0.289 0.025
20136 684411.065 3339016.709 19.137 0.210 0.298 0.026
20137 684417.721 3339009.141 19.197 0.211 0.299 0.026
20138 684426.501 3338999.200 19.126 0.224 0.304 0.031
20139 684434.995 3338988.950 19.151 0.219 0.310 0.027
20140 684443.449 3338978.724 19.209 0.211 0.295 0.029
20141 684450.326 3338971.248 19.090 0.213 0.302 0.027
20142 684458.500 3338961.491 19.126 0.217 0.308 0.027
20143 684466.427 3338951.633 19.186 0.192 0.291 0.030
254
20144 684474.163 3338941.421 19.233 0.203 0.308 0.032
20145 684480.714 3338933.830 19.123 0.235 0.320 0.030
20146 684487.729 3338926.207 19.182 0.226 0.308 0.029
20147 684495.125 3338918.778 19.151 0.251 0.342 0.032
20148 684501.821 3338911.102 19.231 0.240 0.328 0.031
20149 684508.381 3338903.537 19.145 0.262 0.357 0.034
20150 684516.079 3338893.914 19.184 0.190 0.286 0.028
20151 684524.368 3338883.886 19.209 0.188 0.282 0.028
20152 684531.184 3338876.384 19.222 0.200 0.301 0.030
20153 684538.149 3338868.736 19.268 0.182 0.275 0.028
20154 684544.877 3338861.142 19.249 0.182 0.276 0.028
20155 684552.922 3338851.167 19.212 0.207 0.281 0.028
20156 684560.541 3338841.379 19.238 0.223 0.303 0.030
20157 684568.527 3338832.251 19.247 0.238 0.322 0.032
20158 684576.868 3338822.519 19.248 0.246 0.334 0.033
20159 684584.767 3338813.184 19.250 0.252 0.341 0.034
20160 684593.047 3338803.416 19.263 0.183 0.277 0.029
20161 684601.589 3338793.473 19.302 0.182 0.276 0.028
20162 684610.047 3338783.415 19.174 0.193 0.293 0.030
20163 684616.750 3338775.917 19.303 0.186 0.282 0.029
20164 684623.859 3338768.399 19.342 0.192 0.291 0.030
20165 684630.437 3338760.620 19.409 0.195 0.295 0.030
20166 684637.500 3338752.628 19.375 0.190 0.287 0.030
20167 684644.398 3338744.538 19.327 0.214 0.290 0.029
20168 684651.032 3338736.890 19.339 0.230 0.312 0.031
20169 684657.422 3338728.911 19.354 0.237 0.321 0.032
20170 684663.809 3338721.193 19.344 0.250 0.339 0.033
20171 684672.264 3338711.418 19.296 0.250 0.338 0.033
20172 684680.694 3338701.610 19.333 0.274 0.346 0.039
20173 684688.566 3338692.256 19.206 0.201 0.285 0.033
20174 684696.632 3338682.719 19.253 0.200 0.284 0.033
20175 684705.223 3338672.903 19.220 0.201 0.285 0.033
20176 684713.655 3338663.248 19.226 0.173 0.257 0.037
20177 684720.380 3338655.578 19.216 0.183 0.261 0.030
20178 684729.044 3338645.494 19.277 0.200 0.259 0.029
20179 684735.914 3338638.222 19.213 0.194 0.250 0.028
255
20180 684742.493 3338630.435 19.188 0.176 0.243 0.028
20181 684751.062 3338620.555 19.210 0.185 0.263 0.030
20182 684757.660 3338612.550 19.268 0.191 0.264 0.030
20183 684764.413 3338604.804 19.210 0.180 0.249 0.028
20184 684772.482 3338594.845 19.236 0.176 0.251 0.029
20185 684780.858 3338585.032 19.274 0.179 0.266 0.027
20186 684791.429 3338572.892 19.266 0.195 0.283 0.024
20187 684799.787 3338562.800 19.350 0.213 0.277 0.031
20188 684807.808 3338552.882 19.324 0.215 0.280 0.032
20189 684814.140 3338545.035 19.315 0.186 0.270 0.023
20190 684822.601 3338534.663 19.268 0.205 0.299 0.026
20191 684829.607 3338527.395 19.265 0.189 0.275 0.023
20192 684836.642 3338519.455 19.224 0.207 0.302 0.026
20193 684844.953 3338509.283 19.264 0.223 0.291 0.033
20194 684851.950 3338501.379 19.236 0.203 0.279 0.032
20195 684858.781 3338493.507 19.222 0.193 0.275 0.032
20196 684865.982 3338485.239 19.205 0.186 0.271 0.034
20197 684872.615 3338477.564 19.197 0.201 0.278 0.032
20198 684879.915 3338470.117 19.237 0.190 0.258 0.033
20199 684886.691 3338462.704 19.243 0.183 0.273 0.034
20200 684893.245 3338454.993 19.250 0.198 0.269 0.028
20201 684899.939 3338447.027 19.190 0.206 0.280 0.029
20202 684906.633 3338438.888 19.319 0.199 0.271 0.027
20203 684913.614 3338430.808 19.261 0.182 0.267 0.023
20204 684920.711 3338422.430 19.278 0.184 0.270 0.023
20205 684927.486 3338414.150 19.299 0.186 0.272 0.023
20206 684934.575 3338405.868 19.256 0.205 0.300 0.025
20207 684941.630 3338397.616 19.239 0.206 0.302 0.026
20208 684948.490 3338389.304 19.250 0.189 0.285 0.028
20209 684955.147 3338381.757 19.193 0.197 0.297 0.029
20210 684963.425 3338371.704 19.189 0.190 0.286 0.028
20211 684971.180 3338362.436 19.225 0.187 0.282 0.029
20212 684978.973 3338352.766 19.177 0.189 0.285 0.028
20213 684987.331 3338343.351 19.272 0.205 0.301 0.025
20214 684995.089 3338334.219 19.276 0.190 0.279 0.024
20215 685004.831 3338322.821 19.260 0.198 0.292 0.025
20216 685012.368 3338313.861 19.173 0.199 0.292 0.025
256
20217 685020.042 3338304.851 19.281 0.200 0.294 0.025
20218 685026.971 3338296.385 19.167 0.200 0.295 0.025
20219 685034.397 3338287.592 19.212 0.202 0.297 0.025
20220 685041.300 3338279.380 19.273 0.215 0.317 0.027
20221 685048.699 3338270.782 19.185 0.197 0.297 0.029
257
APPENDIX N
Control Survey Listing MVRM Calibration Site - Dist. 62
East bound I-10 at Reserve Relief Canal near LaPlace
Date & Time 5/6/2014 10:39 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 60
MVRM Control - 62 East bound I-10 at Reserve Relief Canal near LaPlace
Figure 61
MVRM Control - 62 Profile 10 X vertical
258
Point ID Northing Easting Elevation H Prc V Prc RMS
6201 586918.631 3527416.402 16.089 0.090 0.109 0.019
6202 586440.141 3532355.492 15.969 0.051 0.066 0.017
62001 586918.815 3527416.413 16.103 0.054 0.066 0.007
62002 586917.675 3527427.891 16.114 0.054 0.065 0.007
62003 586916.642 3527439.077 16.115 0.055 0.066 0.007
62004 586915.449 3527450.787 16.172 0.055 0.067 0.007
62005 586914.516 3527461.487 16.146 0.072 0.088 0.009
62006 586913.380 3527471.911 16.177 0.063 0.077 0.008
62007 586912.425 3527482.637 16.159 0.064 0.078 0.008
62008 586911.286 3527493.334 16.174 0.073 0.089 0.009
62009 586910.278 3527504.503 16.131 0.057 0.069 0.007
62010 586909.346 3527515.681 16.163 0.065 0.080 0.008
62011 586908.173 3527526.947 16.167 0.065 0.079 0.008
62012 586906.852 3527538.521 16.202 0.057 0.069 0.007
62013 586905.801 3527550.284 16.183 0.075 0.092 0.009
62014 586904.484 3527562.021 16.194 0.067 0.081 0.008
62015 586903.396 3527574.359 16.215 0.058 0.070 0.007
62016 586902.297 3527586.074 16.181 0.141 0.084 0.007
62017 586901.210 3527598.436 16.206 0.156 0.093 0.008
62018 586899.849 3527610.809 16.183 0.153 0.091 0.008
62019 586898.733 3527622.720 16.172 0.169 0.101 0.009
62020 586897.522 3527634.943 16.160 0.173 0.103 0.009
62021 586896.412 3527646.780 16.152 0.230 0.137 0.012
62022 586895.313 3527658.719 16.214 0.158 0.094 0.008
62023 586894.089 3527670.699 16.194 0.082 0.100 0.010
62024 586892.795 3527682.959 16.194 0.097 0.119 0.012
62025 586891.565 3527695.154 16.159 0.094 0.115 0.012
62026 586890.466 3527707.609 16.140 0.088 0.107 0.011
62027 586889.213 3527719.701 16.146 0.090 0.110 0.011
62028 586888.067 3527732.200 16.161 0.104 0.128 0.013
62029 586886.728 3527745.969 16.162 0.074 0.102 0.011
62030 586885.489 3527758.457 16.191 0.076 0.105 0.011
62031 586884.376 3527771.027 16.180 0.072 0.099 0.011
62032 586883.311 3527783.608 16.180 0.077 0.094 0.010
62033 586882.116 3527796.111 16.191 0.085 0.104 0.011
259
62034 586880.849 3527808.804 16.181 0.100 0.122 0.012
62035 586879.581 3527821.673 16.232 0.094 0.115 0.012
62036 586878.738 3527831.707 16.277 0.101 0.124 0.013
62037 586877.315 3527844.634 16.199 0.068 0.084 0.008
62038 586875.952 3527857.884 16.206 0.081 0.099 0.010
62039 586874.628 3527870.680 16.257 0.070 0.086 0.009
62040 586873.497 3527883.447 16.238 0.078 0.096 0.010
62041 586872.341 3527896.081 16.186 0.061 0.074 0.008
62042 586871.168 3527908.481 16.234 0.061 0.075 0.008
62043 586870.141 3527921.225 16.204 0.062 0.076 0.008
62044 586868.766 3527933.803 16.281 0.082 0.102 0.009
62045 586867.609 3527946.836 16.243 0.071 0.087 0.009
62046 586866.246 3527959.390 16.225 0.080 0.098 0.010
62047 586864.847 3527972.316 16.196 0.080 0.098 0.010
62048 586863.705 3527985.280 16.179 0.062 0.076 0.008
62049 586862.463 3527998.146 16.217 0.063 0.077 0.008
62050 586861.170 3528010.575 16.198 0.072 0.088 0.009
62051 586859.894 3528023.473 16.201 0.079 0.096 0.010
62052 586858.749 3528036.298 16.218 0.079 0.097 0.010
62053 586857.402 3528049.481 16.212 0.080 0.098 0.010
62054 586856.067 3528062.255 16.198 0.071 0.087 0.009
62055 586854.922 3528074.669 16.213 0.063 0.077 0.008
62056 586853.858 3528087.101 16.212 0.067 0.079 0.006
62057 586852.500 3528099.591 16.232 0.092 0.100 0.009
62058 586851.263 3528112.320 16.200 0.164 0.098 0.008
62059 586850.312 3528125.394 16.233 0.178 0.106 0.009
62060 586849.069 3528135.487 16.229 0.143 0.085 0.007
62061 586848.018 3528146.389 16.174 0.139 0.085 0.008
62062 586846.871 3528157.155 16.150 0.194 0.116 0.010
62063 586845.846 3528169.692 16.148 0.160 0.096 0.008
62064 586844.398 3528182.627 16.147 0.117 0.070 0.006
62065 586843.181 3528195.755 16.144 0.087 0.095 0.009
62066 586841.885 3528208.503 16.136 0.088 0.096 0.009
62067 586840.605 3528221.463 16.192 0.087 0.107 0.011
62068 586839.202 3528234.341 16.172 0.078 0.095 0.010
62069 586838.016 3528247.277 16.167 0.085 0.104 0.011
62070 586836.750 3528260.420 16.192 0.076 0.093 0.010
260
62071 586835.480 3528273.310 16.156 0.088 0.108 0.011
62072 586834.116 3528286.459 16.170 0.091 0.112 0.011
62073 586832.976 3528299.648 16.155 0.069 0.084 0.009
62074 586831.859 3528312.839 16.185 0.113 0.070 0.006
62075 586830.854 3528322.795 16.195 0.140 0.086 0.008
62076 586829.940 3528332.777 16.162 0.128 0.078 0.007
62077 586828.687 3528345.786 16.234 0.135 0.083 0.008
62078 586827.534 3528358.727 16.254 0.180 0.111 0.010
62079 586826.300 3528371.815 16.181 0.068 0.084 0.009
62080 586825.062 3528384.734 16.164 0.077 0.094 0.010
62081 586823.777 3528397.777 16.194 0.109 0.067 0.006
62082 586822.471 3528410.673 16.200 0.077 0.094 0.010
62083 586821.250 3528423.889 16.219 0.068 0.083 0.008
62084 586820.224 3528437.028 16.296 0.134 0.083 0.008
62085 586818.800 3528449.951 16.351 0.144 0.089 0.008
62086 586817.316 3528462.845 16.295 0.151 0.093 0.009
62087 586816.298 3528475.970 16.378 0.177 0.109 0.010
62088 586815.103 3528488.894 16.448 0.144 0.089 0.008
62089 586813.963 3528501.206 16.510 0.086 0.105 0.011
62090 586812.490 3528514.305 16.597 0.077 0.095 0.010
62091 586811.504 3528524.324 16.593 0.086 0.105 0.011
62092 586810.552 3528534.473 16.649 0.068 0.084 0.009
62093 586809.513 3528544.741 16.739 0.086 0.106 0.011
62094 586807.800 3528561.119 16.865 0.165 0.100 0.009
62095 586806.730 3528571.223 16.917 0.133 0.081 0.007
62096 586805.758 3528581.562 17.041 0.184 0.111 0.010
62097 586804.950 3528591.676 17.145 0.192 0.116 0.010
62098 586804.001 3528601.904 17.262 0.198 0.120 0.010
62099 586802.972 3528612.391 17.355 0.183 0.113 0.011
62100 586802.035 3528622.564 17.468 0.082 0.100 0.010
62101 586800.959 3528632.822 17.601 0.073 0.090 0.009
62102 586800.026 3528642.952 17.696 0.097 0.120 0.012
62103 586799.004 3528653.537 17.879 0.100 0.123 0.013
62104 586797.590 3528667.867 18.045 0.091 0.112 0.011
62105 586796.599 3528678.396 18.170 0.092 0.113 0.012
62106 586795.526 3528689.267 18.348 0.068 0.095 0.010
261
62107 586794.479 3528699.673 18.468 0.068 0.084 0.009
62108 586793.372 3528710.379 18.657 0.102 0.112 0.010
62109 586792.293 3528721.378 18.840 0.108 0.118 0.011
62110 586791.339 3528732.190 18.990 0.102 0.113 0.010
62111 586790.349 3528743.146 19.157 0.089 0.098 0.009
62112 586789.244 3528753.597 19.349 0.090 0.099 0.009
62113 586788.281 3528764.074 19.554 0.096 0.118 0.012
62114 586787.231 3528774.400 19.781 0.082 0.101 0.010
62115 586786.045 3528784.694 19.990 0.088 0.108 0.011
62116 586785.131 3528795.194 20.160 0.094 0.116 0.012
62117 586784.029 3528805.576 20.341 0.107 0.149 0.016
62118 586782.595 3528819.048 20.609 0.243 0.152 0.014
62119 586781.524 3528829.445 20.782 0.226 0.142 0.013
62120 586780.638 3528839.599 21.039 0.261 0.164 0.015
62121 586779.663 3528849.612 21.224 0.291 0.183 0.017
62122 586778.473 3528862.742 21.507 0.284 0.178 0.017
62123 586777.553 3528872.976 21.710 0.128 0.157 0.016
62124 586776.509 3528883.184 21.879 0.147 0.181 0.019
62125 586775.524 3528893.459 22.022 0.142 0.175 0.018
62126 586774.568 3528903.692 22.237 0.133 0.164 0.017
62127 586773.521 3528914.012 22.432 0.154 0.189 0.019
62128 586772.652 3528924.009 22.616 0.135 0.167 0.017
62129 586771.616 3528934.170 22.791 0.138 0.170 0.017
62130 586770.583 3528944.499 22.962 0.140 0.173 0.018
62131 586769.645 3528954.653 23.093 0.144 0.178 0.018
62132 586768.480 3528967.786 23.322 0.145 0.179 0.018
62133 586767.346 3528981.015 23.553 0.157 0.194 0.020
62134 586766.324 3528991.111 23.691 0.101 0.142 0.015
62135 586765.453 3529001.315 23.845 0.085 0.119 0.013
62136 586764.360 3529014.599 23.993 0.070 0.098 0.010
62137 586763.359 3529024.787 24.154 0.075 0.105 0.011
62138 586762.217 3529034.905 24.302 0.084 0.118 0.013
62139 586760.997 3529047.468 24.502 0.071 0.092 0.008
62140 586759.809 3529057.577 24.618 0.076 0.098 0.009
62141 586758.712 3529067.863 24.719 0.079 0.103 0.009
62142 586757.913 3529078.043 24.863 0.103 0.134 0.012
62143 586756.925 3529088.450 24.994 0.109 0.121 0.011
262
62144 586755.897 3529099.010 25.184 0.117 0.129 0.012
62145 586754.923 3529109.255 25.325 0.087 0.107 0.011
62146 586753.857 3529119.766 25.460 0.091 0.113 0.012
62147 586752.830 3529130.179 25.602 0.082 0.101 0.010
62148 586751.761 3529140.990 25.730 0.074 0.092 0.009
62149 586750.801 3529151.716 25.826 0.073 0.090 0.009
62150 586749.778 3529162.380 25.977 0.082 0.115 0.012
62151 586748.623 3529172.693 26.083 0.066 0.093 0.010
62152 586747.564 3529183.130 26.182 0.073 0.103 0.011
62153 586746.623 3529193.148 26.275 0.059 0.083 0.009
62154 586745.646 3529203.192 26.453 0.066 0.093 0.010
62155 586744.677 3529213.533 26.510 0.066 0.093 0.010
62156 586743.764 3529223.898 26.644 0.059 0.082 0.009
62157 586742.579 3529234.142 26.677 0.058 0.082 0.009
62158 586741.570 3529244.156 26.767 0.065 0.080 0.008
62159 586740.415 3529254.496 26.890 0.076 0.094 0.010
62160 586739.462 3529264.594 26.955 0.070 0.087 0.009
62161 586738.361 3529274.851 27.018 0.077 0.095 0.010
62162 586737.251 3529285.558 27.106 0.081 0.100 0.010
62163 586736.220 3529295.946 27.162 0.080 0.098 0.010
62164 586735.050 3529306.254 27.202 0.073 0.103 0.011
62165 586733.931 3529319.545 27.313 0.060 0.085 0.009
62166 586732.534 3529332.958 27.419 0.065 0.092 0.010
62167 586731.649 3529342.928 27.439 0.075 0.092 0.010
62168 586730.767 3529353.053 27.489 0.067 0.083 0.009
62169 586729.736 3529363.120 27.576 0.075 0.092 0.010
62170 586728.788 3529373.384 27.610 0.088 0.109 0.011
62171 586728.099 3529383.805 27.681 0.082 0.101 0.010
62172 586726.861 3529394.152 27.750 0.093 0.115 0.012
62173 586725.930 3529404.858 27.763 0.077 0.095 0.010
62174 586725.029 3529415.204 27.827 0.075 0.106 0.011
62175 586724.029 3529425.694 27.829 0.068 0.095 0.010
62176 586722.970 3529436.290 27.887 0.086 0.122 0.013
62177 586722.022 3529446.992 27.957 0.099 0.139 0.015
62178 586720.882 3529457.628 27.997 0.074 0.105 0.011
62179 586719.758 3529468.234 28.020 0.082 0.116 0.012
263
62180 586718.829 3529479.246 28.100 0.083 0.118 0.013
62181 586717.568 3529489.810 28.138 0.079 0.111 0.012
62182 586716.571 3529500.227 28.151 0.074 0.105 0.011
62183 586715.835 3529510.646 28.198 0.078 0.110 0.012
62184 586714.623 3529521.356 28.268 0.071 0.100 0.011
62185 586713.650 3529531.914 28.224 0.081 0.114 0.012
62186 586712.520 3529542.446 28.255 0.070 0.099 0.011
62187 586711.658 3529553.256 28.291 0.076 0.108 0.011
62188 586710.750 3529563.792 28.236 0.077 0.102 0.009
62189 586709.741 3529574.340 28.226 0.085 0.112 0.010
62190 586708.375 3529587.976 28.259 0.066 0.087 0.008
62191 586707.289 3529598.317 28.293 0.073 0.096 0.009
62192 586706.381 3529608.790 28.317 0.083 0.110 0.010
62193 586705.201 3529619.182 28.357 0.071 0.101 0.011
62194 586704.233 3529629.290 28.380 0.071 0.101 0.011
62195 586703.158 3529639.528 28.299 0.058 0.082 0.009
62196 586701.876 3529652.401 28.297 0.057 0.080 0.009
62197 586700.843 3529662.429 28.243 0.064 0.091 0.010
62198 586699.624 3529672.762 28.247 0.064 0.091 0.010
62199 586698.655 3529683.096 28.183 0.064 0.091 0.010
62200 586697.727 3529693.302 28.176 0.071 0.101 0.011
62201 586696.299 3529709.803 28.095 0.072 0.101 0.011
62202 586695.162 3529722.678 28.109 0.072 0.102 0.011
62203 586693.805 3529735.552 28.041 0.064 0.079 0.008
62204 586692.520 3529748.662 28.016 0.081 0.100 0.010
62205 586691.551 3529758.863 27.996 0.082 0.101 0.010
62206 586690.448 3529769.187 27.922 0.073 0.090 0.009
62207 586689.391 3529779.398 27.891 0.065 0.080 0.008
62208 586687.814 3529796.064 27.776 0.071 0.101 0.011
62209 586686.809 3529806.026 27.806 0.064 0.091 0.010
62210 586685.854 3529816.236 27.742 0.071 0.101 0.011
62211 586684.910 3529826.668 27.646 0.079 0.104 0.009
62212 586684.029 3529837.523 27.660 0.070 0.093 0.008
62213 586682.838 3529848.695 27.535 0.063 0.089 0.009
62214 586681.798 3529859.906 27.486 0.070 0.100 0.011
62215 586680.866 3529870.607 27.406 0.056 0.079 0.008
62216 586679.734 3529881.710 27.403 0.071 0.100 0.011
264
62217 586678.796 3529892.387 27.288 0.063 0.090 0.010
62218 586677.801 3529902.857 27.227 0.063 0.090 0.010
62219 586676.470 3529917.304 27.065 0.056 0.080 0.008
62220 586675.397 3529927.718 26.993 0.071 0.100 0.011
62221 586674.459 3529938.138 26.941 0.059 0.079 0.007
62222 586672.858 3529951.992 26.843 0.063 0.090 0.010
62223 586671.848 3529962.323 26.785 0.071 0.100 0.011
62224 586670.817 3529972.582 26.654 0.067 0.075 0.007
62225 586669.622 3529983.111 26.616 0.058 0.082 0.009
62226 586668.643 3529993.663 26.500 0.056 0.079 0.008
62227 586667.185 3530007.891 26.301 0.077 0.103 0.009
62228 586666.274 3530018.373 26.257 0.060 0.079 0.007
62229 586665.373 3530028.819 26.069 0.079 0.105 0.009
62230 586664.404 3530039.119 25.988 0.061 0.081 0.007
62231 586663.564 3530049.881 25.842 0.062 0.082 0.007
62232 586662.555 3530060.521 25.806 0.082 0.092 0.008
62233 586661.586 3530071.286 25.608 0.072 0.089 0.009
62234 586660.576 3530081.719 25.501 0.063 0.090 0.010
62235 586659.373 3530092.440 25.324 0.056 0.080 0.008
62236 586658.206 3530103.345 25.215 0.080 0.098 0.010
62237 586657.091 3530114.442 25.048 0.080 0.099 0.010
62238 586655.973 3530125.337 24.934 0.072 0.089 0.009
62239 586654.876 3530136.668 24.754 0.081 0.100 0.010
62240 586653.743 3530147.566 24.606 0.073 0.090 0.009
62241 586652.815 3530158.398 24.495 0.065 0.080 0.008
62242 586651.854 3530169.506 24.301 0.073 0.091 0.009
62243 586650.847 3530180.287 24.170 0.065 0.080 0.008
62244 586649.778 3530190.936 23.962 0.065 0.081 0.008
62245 586648.870 3530201.595 23.871 0.082 0.102 0.011
62246 586647.846 3530212.027 23.734 0.083 0.102 0.011
62247 586646.863 3530222.385 23.582 0.074 0.092 0.010
62248 586645.747 3530232.624 23.410 0.074 0.092 0.010
62249 586644.749 3530242.984 23.230 0.057 0.080 0.009
62250 586643.474 3530255.332 23.076 0.079 0.100 0.011
62251 586642.503 3530265.562 22.915 0.071 0.090 0.010
62252 586641.596 3530276.117 22.741 0.080 0.101 0.011
265
62253 586640.480 3530286.403 22.544 0.133 0.089 0.009
62254 586639.619 3530296.664 22.385 0.121 0.081 0.008
62255 586638.551 3530307.119 22.211 0.108 0.072 0.007
62256 586637.501 3530317.518 21.995 0.112 0.075 0.007
62257 586636.490 3530327.896 21.819 0.115 0.077 0.008
62258 586635.469 3530338.188 21.633 0.074 0.092 0.010
62259 586634.470 3530348.454 21.412 0.068 0.097 0.010
62260 586633.698 3530358.618 21.223 0.066 0.081 0.009
62261 586632.122 3530372.657 20.935 0.082 0.101 0.011
62262 586631.097 3530383.008 20.721 0.073 0.090 0.009
62263 586629.922 3530396.939 20.520 0.065 0.080 0.008
62264 586628.768 3530407.359 20.274 0.065 0.080 0.008
62265 586627.692 3530417.841 20.044 0.064 0.091 0.010
62266 586626.846 3530428.119 19.886 0.071 0.101 0.011
62267 586625.738 3530438.704 19.703 0.078 0.105 0.009
62268 586624.531 3530449.029 19.535 0.069 0.077 0.007
62269 586623.553 3530459.576 19.304 0.080 0.107 0.009
62270 586622.609 3530470.209 19.098 0.062 0.083 0.007
62271 586621.506 3530480.498 18.954 0.062 0.084 0.007
62272 586620.507 3530490.940 18.822 0.094 0.106 0.009
62273 586619.546 3530500.915 18.625 0.064 0.078 0.008
62274 586618.667 3530510.913 18.483 0.081 0.100 0.010
62275 586617.683 3530521.036 18.343 0.073 0.090 0.009
62276 586616.727 3530531.704 18.157 0.065 0.080 0.008
62277 586615.861 3530541.835 17.964 0.065 0.080 0.008
62278 586614.873 3530551.974 17.859 0.071 0.101 0.011
62279 586613.917 3530562.228 17.750 0.071 0.101 0.011
62280 586612.746 3530572.649 17.623 0.057 0.081 0.009
62281 586611.790 3530582.958 17.466 0.071 0.101 0.011
62282 586610.773 3530593.230 17.330 0.064 0.091 0.010
62283 586609.677 3530604.176 17.189 0.071 0.101 0.011
62284 586608.715 3530614.949 17.070 0.057 0.081 0.009
62285 586607.680 3530625.398 16.964 0.057 0.081 0.009
62286 586606.671 3530635.889 16.869 0.073 0.089 0.009
62287 586605.621 3530646.378 16.847 0.065 0.080 0.008
62288 586604.227 3530660.522 16.709 0.069 0.078 0.007
62289 586603.147 3530671.042 16.609 0.093 0.105 0.009
266
62290 586602.047 3530681.688 16.482 0.094 0.106 0.009
62291 586601.036 3530692.412 16.426 0.095 0.107 0.009
62292 586599.462 3530706.400 16.361 0.072 0.097 0.008
62293 586598.610 3530716.521 16.305 0.094 0.106 0.009
62294 586597.898 3530727.205 16.294 0.081 0.100 0.011
62295 586596.736 3530737.829 16.229 0.073 0.090 0.009
62296 586595.848 3530748.614 16.209 0.082 0.101 0.011
62297 586594.768 3530759.422 16.226 0.065 0.080 0.008
62298 586593.549 3530769.942 16.174 0.082 0.101 0.011
62299 586592.447 3530780.516 16.164 0.066 0.081 0.009
62300 586591.528 3530791.095 16.163 0.128 0.088 0.009
62301 586590.408 3530801.924 16.118 0.117 0.080 0.008
62302 586589.551 3530812.935 16.103 0.121 0.083 0.008
62303 586588.261 3530824.157 16.109 0.108 0.074 0.007
62304 586587.151 3530835.153 16.091 0.111 0.076 0.008
62305 586585.851 3530846.229 16.129 0.130 0.089 0.009
62306 586584.890 3530857.079 16.130 0.119 0.079 0.007
62307 586583.853 3530867.889 16.093 0.084 0.095 0.008
62308 586583.165 3530878.452 16.118 0.105 0.070 0.006
62309 586582.108 3530889.221 16.082 0.086 0.097 0.008
62310 586581.082 3530899.953 16.070 0.075 0.085 0.007
62311 586579.861 3530910.577 16.087 0.063 0.085 0.007
62312 586578.902 3530921.618 16.096 0.057 0.081 0.009
62313 586577.834 3530932.695 16.112 0.071 0.101 0.011
62314 586576.610 3530943.741 16.117 0.057 0.081 0.009
62315 586575.356 3530954.547 16.107 0.072 0.102 0.011
62316 586574.267 3530965.678 16.097 0.065 0.092 0.010
62317 586573.485 3530976.571 16.186 0.082 0.101 0.011
62318 586572.464 3530987.326 16.154 0.113 0.078 0.008
62319 586571.579 3530998.256 16.184 0.118 0.081 0.008
62320 586570.654 3531009.423 16.194 0.105 0.073 0.007
62321 586569.680 3531020.556 16.162 0.124 0.086 0.009
62322 586568.567 3531031.648 16.176 0.127 0.088 0.009
62323 586567.628 3531042.545 16.159 0.114 0.078 0.008
62324 586566.410 3531053.474 16.144 0.147 0.102 0.010
62325 586565.202 3531064.298 16.167 0.149 0.103 0.010
267
62326 586564.267 3531075.074 16.184 0.135 0.093 0.009
62327 586563.356 3531085.701 16.160 0.121 0.083 0.008
62328 586562.188 3531096.341 16.127 0.138 0.095 0.010
62329 586561.152 3531107.100 16.203 0.123 0.085 0.009
62330 586560.128 3531117.551 16.116 0.075 0.094 0.010
62331 586558.999 3531128.194 16.161 0.129 0.089 0.009
62332 586558.054 3531138.928 16.082 0.124 0.083 0.007
62333 586557.073 3531149.675 16.095 0.110 0.074 0.006
62334 586555.968 3531160.570 16.077 0.152 0.102 0.009
62335 586554.725 3531171.184 16.064 0.118 0.079 0.007
62336 586553.651 3531182.145 16.026 0.159 0.107 0.009
62337 586552.470 3531192.823 16.052 0.098 0.112 0.010
62338 586551.413 3531203.799 16.060 0.072 0.102 0.011
62339 586550.243 3531214.857 16.052 0.065 0.092 0.010
62340 586549.144 3531225.900 16.104 0.057 0.081 0.009
62341 586547.954 3531236.831 16.090 0.072 0.102 0.011
62342 586546.956 3531248.067 16.089 0.072 0.102 0.011
62343 586546.036 3531259.228 16.085 0.072 0.102 0.011
62344 586544.933 3531270.276 16.102 0.058 0.082 0.009
62345 586543.773 3531281.595 16.081 0.066 0.093 0.010
62346 586542.730 3531292.803 16.082 0.060 0.081 0.007
62347 586541.677 3531304.436 16.133 0.079 0.108 0.009
62348 586540.449 3531315.836 16.115 0.080 0.109 0.009
62349 586539.528 3531327.436 16.103 0.072 0.097 0.008
62350 586538.476 3531338.823 16.145 0.082 0.111 0.010
62351 586537.454 3531349.791 16.129 0.064 0.086 0.007
62352 586536.549 3531360.977 16.122 0.073 0.104 0.011
62353 586535.369 3531371.900 16.162 0.073 0.104 0.011
62354 586534.314 3531383.139 16.141 0.081 0.102 0.011
62355 586533.137 3531394.272 16.162 0.073 0.092 0.010
62356 586532.056 3531405.515 16.146 0.082 0.103 0.011
62357 586530.832 3531417.009 16.146 0.113 0.079 0.008
62358 586529.713 3531428.593 16.116 0.117 0.082 0.008
62359 586528.735 3531439.856 16.141 0.105 0.073 0.007
62360 586527.633 3531451.261 16.133 0.123 0.086 0.009
62361 586526.480 3531462.591 16.124 0.126 0.088 0.009
62362 586525.457 3531473.928 16.134 0.128 0.090 0.009
268
62363 586524.321 3531485.170 16.101 0.087 0.106 0.011
62364 586523.318 3531496.384 16.104 0.087 0.106 0.011
62365 586522.203 3531507.703 16.072 0.070 0.086 0.009
62366 586521.010 3531518.845 16.052 0.074 0.084 0.007
62367 586519.661 3531530.072 16.081 0.075 0.085 0.007
62368 586518.688 3531540.907 16.075 0.081 0.110 0.010
62369 586517.672 3531551.627 16.081 0.083 0.095 0.008
62370 586516.522 3531562.588 16.104 0.086 0.098 0.008
62371 586515.530 3531573.055 16.067 0.075 0.086 0.007
62372 586514.643 3531583.564 16.088 0.087 0.099 0.009
62373 586513.386 3531594.225 16.105 0.077 0.088 0.008
62374 586512.474 3531605.483 16.057 0.078 0.088 0.008
62375 586511.397 3531616.179 16.022 0.075 0.102 0.009
62376 586510.503 3531626.627 16.001 0.085 0.116 0.010
62377 586509.497 3531637.333 16.056 0.067 0.091 0.008
62378 586508.474 3531647.697 16.066 0.076 0.093 0.010
62379 586507.372 3531658.483 16.027 0.099 0.070 0.007
62380 586506.282 3531669.121 16.050 0.133 0.094 0.010
62381 586505.463 3531680.128 16.046 0.060 0.085 0.009
62382 586504.560 3531690.811 16.055 0.060 0.085 0.009
62383 586503.614 3531701.572 16.073 0.060 0.085 0.009
62384 586502.485 3531712.564 16.050 0.082 0.104 0.011
62385 586501.434 3531723.747 16.043 0.127 0.090 0.009
62386 586500.338 3531734.884 16.048 0.131 0.093 0.009
62387 586499.375 3531745.914 16.055 0.134 0.095 0.010
62388 586498.228 3531756.893 16.110 0.137 0.097 0.010
62389 586496.946 3531768.022 16.071 0.140 0.099 0.010
62390 586495.907 3531778.928 16.043 0.127 0.090 0.009
62391 586494.890 3531789.789 16.074 0.129 0.092 0.009
62392 586493.589 3531801.295 16.017 0.116 0.082 0.008
62393 586492.691 3531812.590 16.029 0.148 0.105 0.011
62394 586491.559 3531824.126 16.072 0.134 0.095 0.010
62395 586490.579 3531834.895 16.093 0.150 0.107 0.011
62396 586489.525 3531845.548 16.081 0.151 0.108 0.011
62397 586488.452 3531856.131 16.069 0.083 0.105 0.011
62398 586487.533 3531866.918 16.084 0.067 0.085 0.009
269
62399 586486.017 3531881.213 16.073 0.139 0.097 0.008
62400 586484.980 3531892.119 16.085 0.090 0.117 0.010
62401 586483.969 3531903.046 16.129 0.107 0.139 0.012
62402 586482.917 3531913.725 16.109 0.151 0.105 0.009
62403 586481.895 3531924.583 16.127 0.138 0.096 0.008
62404 586480.822 3531935.350 16.095 0.162 0.113 0.010
62405 586479.276 3531949.833 16.123 0.132 0.094 0.010
62406 586477.812 3531964.680 16.142 0.130 0.093 0.010
62407 586476.410 3531979.456 16.087 0.145 0.104 0.011
62408 586475.387 3531990.455 16.113 0.146 0.105 0.011
62409 586474.334 3532001.226 16.118 0.076 0.092 0.010
62410 586473.335 3532012.261 16.145 0.072 0.088 0.010
62411 586472.156 3532023.490 16.123 0.089 0.109 0.012
62412 586471.072 3532034.602 16.058 0.089 0.109 0.012
62413 586469.955 3532045.876 16.086 0.082 0.100 0.011
62414 586468.986 3532057.157 16.039 0.068 0.096 0.010
62415 586467.951 3532068.158 16.034 0.068 0.096 0.010
62416 586466.664 3532079.072 16.050 0.061 0.086 0.009
62417 586465.484 3532092.051 16.047 0.067 0.084 0.009
62418 586464.107 3532104.481 16.083 0.112 0.080 0.008
62419 586463.207 3532114.446 16.120 0.131 0.094 0.010
62420 586462.169 3532125.619 16.076 0.120 0.087 0.009
62421 586461.220 3532136.969 16.101 0.080 0.097 0.011
62422 586459.886 3532149.497 16.069 0.116 0.084 0.009
62423 586458.591 3532162.483 16.052 0.105 0.076 0.008
62424 586457.445 3532175.782 16.065 0.068 0.085 0.009
62425 586456.449 3532185.882 16.102 0.128 0.093 0.010
62426 586455.314 3532196.595 16.077 0.084 0.106 0.011
62427 586454.315 3532207.335 16.055 0.075 0.106 0.011
62428 586453.135 3532218.110 16.058 0.068 0.083 0.009
62429 586452.024 3532229.205 16.087 0.086 0.104 0.011
62430 586450.930 3532240.276 16.108 0.086 0.105 0.011
62431 586449.779 3532251.196 16.086 0.078 0.095 0.010
62432 586448.832 3532262.215 16.074 0.087 0.106 0.011
62433 586447.769 3532273.540 16.055 0.079 0.096 0.010
62434 586446.665 3532284.708 16.072 0.061 0.085 0.009
62435 586445.553 3532295.795 16.085 0.061 0.085 0.009
270
62436 586444.612 3532306.681 16.056 0.068 0.095 0.010
62437 586443.519 3532317.771 16.047 0.075 0.106 0.011
62438 586442.475 3532328.729 16.024 0.075 0.106 0.011
62439 586441.477 3532339.346 16.043 0.068 0.096 0.010
62440 586440.378 3532349.608 16.048 0.061 0.085 0.009
62441 586439.088 3532360.903 16.001 0.061 0.086 0.009
271
APPENDIX O
Control Survey MVRM Speed Test (Site 61b)
West bound South I-10 Frontage Road at Lobdell
Date & Time 2/28/2014 10:15 AM
Coordinate System U.S. State Plane 1983 Zone Louisiana South 1702
Project Datum (NAD 83) Vertical Datum (NAVD 88) Geoid Model GEOID12A
Coordinate Unit U.S. Survey Foot Distance Unit U.S. Survey Foot Height Unit U.S. Survey Foot
Figure 62
Elevations of MVRM speed test site
272
Figure 63
Differences for 35 MPH (first run)
Average ‐0.02
Max0.09
‐0.25
‐0.20
‐0.15
‐0.10
‐0.05
0.00
0.05
0.10
0.15
1 5 9 1317212529333741454953
35MPH‐a
273
Figure 64
Differences for 35 MPH (second run)
Average ‐0.04
Max0.13
Min‐0.22
‐0.25
‐0.20
‐0.15
‐0.10
‐0.05
0.00
0.05
0.10
0.15
1 5 9 13 17 21 25 29 33 37 41 45 49 53 57 61 65 69 73 77 81 85
35MPH‐b
274
Figure 65
Differences for 45 MPH
Average 0.04
Max0.17
Min‐0.18
‐0.20
‐0.15
‐0.10
‐0.05
0.00
0.05
0.10
0.15
0.20
1234567891011121314151617181920212223242526272829303132333435
45MPH
275
Figure 66
Differences for 55 MPH
Average 0.02
Max0.13
Min‐0.13
‐0.15
‐0.10
‐0.05
0.00
0.05
0.10
0.15
1 5 9 1317212529333741454953
55MPH
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