bica 1320 report · paved mrr lane miles 4.13 10/8/2001 parking lot lane miles 15.09 10/8/2001...

The Road Inventoryof

Bighorn Canyon National Recreation Area BICA - 1320

Road Inventory Program Prepared By: Federal Highway Administration Eastern Federal Lands Highway Division Cycle 3

Helena

Bighorn Canyon National Recreation Areain

Montana

Bighorn Canyon National Recreation Area

TABLE OF CONTENTS

SECTION PAGE

1. INTRODUCTION 1 - 1

2. PARK SUMMARY INFORMATION National Park Summaries 2 – 1 Cost to Improve Based on Historical and Estimated Data 2 – 2 Paved Route Miles and Percentages by Functional Class and PCR 2 – 3

3. PARK SUMMARY MAPS

Route Location Key Map 3 – 1 Route Condition Key Map – PCR Mile by Mile 3 – 5

4. PARK ROUTE INVENTORY

Route Identification Lists (Numeric and Alphabetic) 4 – 1

5. PAVED ROUTE CONDITION RATING SHEETS 5 – 1

6. MANUALLY RATED PAVED ROUTE CONDITION RATING SHEETS

6 – 1

7. PARKING LOT CONDITION RATING SHEETS 7 – 1

Paved parking Areas

8. PARKWIDE / ROUTE MAINTENANCE FEATURES SUMMARY

8 – 1

9. PARK ROUTE MAINTENANCE FEATURES ROAD

LOG9 – 1

10. APPENDIX

A. Glossary of Terms and Abbreviations 10 – 1 B. Description of Rating System 10 – 3 C. Digital Image Information 10 – 7 D. Metadata 10 – 8

1 - 1

INTRODUCTION

Background: In July 1976, the National Park Service (NPS) and the Federal Highway Administration (FHWA) entered into a Memorandum of Agreement (MOA), establishing the Road Inventory Program (RIP). In 1980, the NPS and the FHWA terminated the 1976 MOA and entered into a new MOA that provided for the completion of the initial phase of the RIP. The purpose of the RIP, per the 1980 MOA, was to maintain and update RIP data in order to develop long-range and short-range costs and programs to bring National Park Service (NPS) roads up to, or to maintain, designated standards, and to establish a maintenance management program.

The FHWA’s Federal Lands Highway (FLH) was assigned the task of identifying condition deficiencies and corrective priorities along with associated corrective costs, inventorying maintenance features (e.g., culverts, signs, guardrail, etc.), summarizing the data and findings in a report, and providing a photographic record of the road system.

The FLH completed the initial phase of the RIP in the early 1980’s. As a result of this effort, each park received a RIP book, also known as the “Brown Book,” that included the information collected during this initial RIP phase.

In an effort to maintain and update the RIP data, a cyclical data collection and reporting process was re-established in the 1990’s. The FLH completed two cycles of RIP data collection between 1994 and 2001.Cycle 1 data was collected in 44 large parks from 1994 to 1995. This data was found to be unusable for comparison to future cycles. Cycle 2 data was collected from March 1997 to January 2001 in 79 large parks and 5 small parks containing 4,874 route miles. Each park received a copy of a Cycle 2 RIP Report, also known as the “Blue Book.”

Since 1984, the RIP Program has been funded through the Federal Lands Highway Program’s Park Roads and Parkways (PRP) Program. Currently, the NPS Washington Headquarters’ Park Facility Management Division is responsible for coordinating the RIP program with the FLH. The FLH Washington office coordinates policy and prepares national reports and needs assessment studies for Congress.

In 1998, the Transportation Equity Act for the 21st Century (TEA-21) amended Title 23 U.S.C., and inserted Section 204(a)(6) which requires the Federal Highway Administration and the National Park Service, to develop, by rule, a Pavement Management System (PMS) for the park roads and parkways serving the National Park System. As a result of the requirements in TEA-21, the NPS and the FHWA are in the process of developing a PMS. The PMS will assist the decision-makers in effectively spending limited PRP Program funds. The PMS will provide information for planning and programming road maintenance, rehabilitation, and reconstruction activities. RIP data will provide the basic information for this system.

Key information included in the RIP is the mileage inventory and condition assessments accomplished by the RIP Program. The mileage and condition data are used in the current allocation formula of PRP Program funds.

RIP Cycle 3: A third RIP cycle was initiated in 2001. Data was collected from March 2001 to July 2004, and is included in the Cycle 3 Reports. Cycle 3 includes 254 large and small parks with a combined total of 5,455 route miles.

In the Cycle 3 Reports, a general condition rating of excellent, good, fair and poor is ascribed to each one-mile section of paved roadway, and to each paved parking area. This condition rating system provides a realistic means of assessing the general funding needs for road improvements. Along with these descriptive condition ratings, a numerical rating between 0 and 100 is ascribed to each mile of road and to each parking area.. This numerical rating is called a Pavement Condition Rating (PCR). The PCR rating system is described in Section 10 of this report.

All of the fieldwork required for obtaining inventory, condition, and maintenance feature information is coordinated with each park and the regional offices to ensure that the information in the RIP reports is accurate.

1 - 2

The FLH is responsible for all of the data presented in this report. Anyone having questions or comments regarding the contents of this report is encouraged to contact the FHWA RIP Coordinator. It is our aim to provide exceptional customer satisfaction in our delivery of the RIP program.

FHWA RIP Coordinator:

James A. Amenta FHWA/EFLHDTechnical Services, HTS-15 21400 Ridgetop Circle Sterling, VA 20166 (703) 404-6366

Bighorn Canyon National Recreation Area Summaries

Overall Park Mileage Summary

TOTAL DATE

37.39 10/8/2001

Unpaved Estimated Route Miles 17.63 10/8/2001

Paved ARAN and Unpaved Route Miles 55.02

Paved ARAN Driven Lane Miles 74.70 10/8/2001

Paved MRR Lane Miles 4.13 10/8/2001

Parking Lot Lane Miles 15.09 10/8/2001

Total Paved Lane Miles 93.91

Notes: Total Paved Lane Miles includes the sum of Paved ARAN Driven Lane Miles,Paved MRR Lane Miles, and Parking Lot Lane Miles

Unpaved Route Miles are estimates, they have not been inventoried by theRoadway Inventory Program (RIP)

PARK TOTAL SUMMARY ITEMS

Paved ARAN Driven Route Miles

2-1


Cost to Improve to "Excellent" Condition

SOURCE WORK PERFORMED COST PER MILE

INITIALCONDITION

FHWA Awarded Projects Surface Maintenance $30,000 Excellent

FHWA Awarded Projects 3-R (Resurfacing) $110,000 Good

FHWA Awarded Projects 3-R (Resurfacing, Restoration, and Rehabilitation) Projects

$560,000 Fair

FHWA Awarded Projects 4-R (Resurfacing, Restoration, Rehabilitation, and

Reconstruction) Projects

$1,540,000 Poor

Based on the above table, the cost to improve ARAN driven paved road conditionmiles to "Excellent" PCR are:

Existing Condition Existing Miles

Poor $13,043,800

These numbers are for preliminary planning purposes only and should not be used for project level proposals. For park planning level analysis, apply your park multiplier for more accurate regional costs.

Totals

8.47

37.39 $26,756,000

The above numbers include the 35% PE, CE and contingency costs and are national averages. The cost estimates were used in the calculations for the 2004 Reauthorization Bill to determine the level of funding required to bring all the NPS roads into a Pavement Condition Rating (PCR) of Good (85).

$535,700

$13,160,000

4.87Good

Fair 23.50

Excellent 0.55

Estimated Cost to Improve

$16,500

2-2


Paved Route Miles and Percentages by Functional Class and PCR for ARAN Driven Paved Roads

Pavement Condition Rating Poor (<=60) Fair (61-84) Good (85-94) Excellent (95-100) TOTAL

F.C. MILES % MILES % MILES % MILES % MILES1 5.23 13.99% 21.14 56.54% 4.58 12.25% 0.49 1.31% 31.4423 2.52 6.74% 1.59 4.25% 0.24 0.64% 0.06 0.16% 4.4145 0.72 1.93% 0.77 2.06% 0.05 0.13% 1.54678

Totals 8.47 22.65% 23.50 62.85% 4.87 13.02% 0.55 1.47% 37.39

2-3

3-1

Park Owned Routes

Bighorn Canyon National Recreation AreaRoute Location

Key Map

1

2

1A

5 0 52.5Miles

1ARte 0010

Rte 0011

Rte 0903Rte 0900

Rte 0905

Rte 0906

Rte 0904

3-2

Unique colors used to differentiate routes


Area Map 1

2 0 21Miles

Rte 0010

Rte 0012

Rte 00

11

Rte 0212

Rte 0211Rte 0410

Rte 0411

Rte 0200

Rte 0202

Rte 0208

Rte 0214

Rte 0412

Rte 0415

Rte 0201

Rte 0414

Rte 0416

Rte 0413

Rte 0417

Rte

0213

Rte 0909

Rte 0902

Rte 0914Rte 0924

Rte 0911

Rte 0901Rte 0918

Rte 0913

Rte 0915

Rte 0917Rte 0916

3-3



Area Map 1A

0.5 0 0.50.25Miles

Rte 00

13

Rte 0203

Rte 0204

Rte 0920

Rte 0931

Rte 0929Rte 0930

Rte 0921

Rte 0926

Rte 0927

Rte 0925

3-4



Area Map 2

2 0 21Miles

3-5

Bighorn Canyon National Recreation AreaRoute Condition Key Map

PCR - Mile by Mile

1

2

1A

5 0 52.5Miles

* If the PCR rating is not available for a section, the SCR rating will be displayed. See appendix for definitions and formulas.

PCR Poor Fair Good Excellent(<=60) (61 - 84) (85 - 94) (95 - 100)

1A

Rte 0011

Rte 0010

Rte 0905

Rte 0900Rte 0904Rte 0903

Rte 0906

3-6

Bighorn Canyon National Recreation AreaRoute Condition Area Map 1

PCR - Mile by Mile

2 0 21Miles



Rte 0010

Rte 0012

Rte 00

11

Rte 0212

Rte 0211Rte 0410

Rte 0411

Rte 0200

Rte 0202

Rte 0208

Rte 0214

Rte 0412

Rte 0415

Rte 0201

Rte 0414

Rte 0416

Rte 0413

Rte 0417Rt

e 02

13

Rte 0909

Rte 0902

Rte 0914Rte 0924

Rte 0911

Rte 0901Rte 0918

Rte 0913

Rte 0915

Rte 0917Rte 0916

3-7

Bighorn Canyon National Recreation AreaRoute Condition Area Map 1A

PCR - Mile by Mile

0.5 0 0.50.25Miles



Rte 00

13

Rte 0203

Rte 0204

Rte 0920

Rte 0931

Rte 0929Rte 0930

Rte 0921

Rte 0926

Rte 0927

Rte 0925

3-8

Bighorn Canyon National Recreation AreaRoute Condition Area Map 2

PCR - Mile by Mile

2 0 21Miles



43 2

1

0Rte 0010

Rte 0911Rte 0909

Rte 0901

Rte 0914

Rte 0918

Rte 0902

Rte 0924

Rte 0913Rte 0915Rte 0917Rte 0916



Intermountain RegionBICA : Bighorn Canyon National Recreation Area

ROUTE: 0010 Fort Smith Access Road TOTAL LENGTH: 4.66 MilesSection Number 0 1 2 3 4Section Length (mi) 1.00 1.00 1.00 1.00 0.66AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2 2 2 2 2Paved Width (ft) 21 21 20 20 21Lane Width (ft) 11 11 11 11 11Shoulder Width (ft) 2 0 0 0 0

Roadway Condition InformationPCR (Pavement Condition Rating) 76 77 82 79 69RCI (Roughness Condition Index) 95 96 98 96 84SCR (Surface Condition Rating) 64 64 71 68 59

Alligator Cracking Index 100 100 100 100 100Rutting Index 67 68 73 71 61Patching Index 100 100 100 100 100Tranverse Cracking Index 97 96 98 97 97Longitudinal Cracking Index 99 99 99 99 99

Shoulder Condition Rating GOOD N/A N/A N/A N/ADrainage Condition Rating GOOD GOOD GOOD GOOD GOOD

* NC designates data not collected NA designates not applicable 5-1** See website for traffic data: http://www.efl.fhwa.dot.gov/nps/index.htm

RO

UTE

: 001

0 F

ort S

mith

Acc

ess

Roa

d

4

3

2

1

0

Rte 0011

Rte 0900 Rte 0918 Rte 0901

Rte 0906




ROUTE: 0011 Ok-A-Beh Road TOTAL LENGTH: 9.33 MilesSection Number 0 1 2 3 4Section Length (mi) 1.00 1.00 1.00 1.00 1.00AADT **SADT **ADT Date **




Shoulder Condition Rating GOOD GOOD GOOD GOOD GOODDrainage Condition Rating GOOD GOOD GOOD GOOD GOOD


RO

UTE

: 001

1 O

k-A

-Beh

Roa

d

9

8

7

6

5

Rte 0011

Rte 0903

Rte 0904

Rte 0900

Rte 0905




ROUTE: 0011 Ok-A-Beh Road TOTAL LENGTH: 9.33 MilesSection Number 5 6 7 8 9Section Length (mi) 1.00 1.00 1.00 1.00 0.33AADT **SADT **ADT Date **




Shoulder Condition Rating N/A GOOD GOOD GOOD GOODDrainage Condition Rating GOOD GOOD GOOD GOOD GOOD


RO

UTE

: 001

1 O

k-A

-Beh

Roa

d

1

0

Rte 0012

Rte 0909

Rte 0901

Rte 0902

Rte 0914

Rte 0924

Rte 0918Rte 0915

Rte 0916

Rte 0911

Rte 0913

Rte 0917




ROUTE: 0012 After Bay Road TOTAL LENGTH: 1.90 MilesSection Number 0 1Section Length (mi) 1.00 0.90AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2 2Paved Width (ft) 21 21Lane Width (ft) 11 10Shoulder Width (ft) 4 3

Roadway Condition InformationPCR (Pavement Condition Rating) 77 75RCI (Roughness Condition Index) 95 92SCR (Surface Condition Rating) 66 63

Alligator Cracking Index 100 100Rutting Index 67 64Patching Index 100 100Tranverse Cracking Index 99 99Longitudinal Cracking Index 99 99

Shoulder Condition Rating GOOD GOODDrainage Condition Rating GOOD GOOD


RO

UTE

: 001

2 A

fter B

ay R

oad

4

3

2

1

0 Rte 0013

Rte 0920Rte 0927

Rte 0931

Rte 0929

Rte 0930




ROUTE: 0013 Bad Pass Road TOTAL LENGTH: 15.55 MilesSection Number 0 1 2 3 4Section Length (mi) 1.00 1.00 1.00 1.00 1.00AADT **SADT **ADT Date **




Shoulder Condition Rating N/A N/A N/A N/A N/ADrainage Condition Rating GOOD GOOD GOOD GOOD GOOD


RO

UTE

: 001

3 B

ad P

ass

Roa

d

9

8

7

6

5

Rte 00

13

Rte 0921

Rte 0925

Rte 0926




ROUTE: 0013 Bad Pass Road TOTAL LENGTH: 15.55 MilesSection Number 5 6 7 8 9Section Length (mi) 1.00 1.00 1.00 1.00 1.00AADT **SADT **ADT Date **




Shoulder Condition Rating POOR N/A POOR N/A POORDrainage Condition Rating GOOD GOOD GOOD GOOD GOOD


RO

UTE

: 001

3 B

ad P

ass

Roa

d

13

12

11

10

13.48

Rte

001

3




ROUTE: 0013 Bad Pass Road TOTAL LENGTH: 15.55 MilesSection Number 10 11 12 13 13.48Section Length (mi) 1.00 1.00 1.00 0.48 0.52AADT **SADT **ADT Date **




Shoulder Condition Rating POOR N/A POOR POOR N/ADrainage Condition Rating GOOD GOOD GOOD GOOD GOOD


RO

UTE

: 001

3 B

ad P

ass

Roa

d

15

14

Rte 0013




ROUTE: 0013 Bad Pass Road TOTAL LENGTH: 15.55 MilesSection Number 14 15Section Length (mi) 1.00 0.55AADT **SADT **ADT Date **




Shoulder Condition Rating N/A N/ADrainage Condition Rating GOOD GOOD


RO

UTE

: 001

3 B

ad P

ass

Roa

d

0

Rte 0200

Rte 0911

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0200 After Bay Campground Road TOTAL LENGTH: 0.23 MilesSection Number 0Section Length (mi) 0.23AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2Paved Width (ft) 22Lane Width (ft) 11Shoulder Width (ft) 0

Roadway Condition InformationPCR (Pavement Condition Rating) 55RCI (Roughness Condition Index) 69SCR (Surface Condition Rating) 49

Alligator Cracking Index 100Rutting Index 50Patching Index 100Tranverse Cracking Index 99Longitudinal Cracking Index 99

Shoulder Condition Rating N/ADrainage Condition Rating GOOD


RO

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: 020

0 A

fter B

ay C

ampg

roun

d R

oad

0Rte 0201

Rte 0911

Rte 0909

Rte 0902

Rte 0914Rte 0924

Rte 0913




ROUTE: 0201 After Bay Boat Ramp Road TOTAL LENGTH: 0.19 MilesSection Number 0Section Length (mi) 0.19AADT **SADT **ADT Date **






RO

UTE

: 020

1 A

fter B

ay B

oat R

amp

Roa

d

0 Rte 0202

Rte 0909

Rte 0914

Rte 0901

Rte 0918

Rte 0924Rte 0913

Rte 0915Rte 0917

Rte 0916




ROUTE: 0202 M-K Hill Picnic Road TOTAL LENGTH: 0.40 MilesSection Number 0Section Length (mi) 0.40AADT **SADT **ADT Date **






RO

UTE

: 020

2 M

-K H

ill P

icni

c R

oad

1

0Rte 0203

Rte 0920Rte 0927Rte 0929

Rte 0930




ROUTE: 0203 Horse Shoe Bend Road TOTAL LENGTH: 1.69 MilesSection Number 0 1Section Length (mi) 1.00 0.69AADT **SADT **ADT Date **






RO

UTE

: 020

3 H

orse

Sho

e B

end

Roa

d

0Rte 0204

Rte 0921




ROUTE: 0204 DEVIL'S CANYON OVERLOOK ROAD TOTAL LENGTH: 0.80 MilesSection Number 0Section Length (mi) 0.80AADT **SADT **ADT Date **






RO

UTE

: 020

4 D

EVIL

'S C

AN

YON

OVE

RLO

OK

RO

AD

0

Rte 0208Rte 0911

Rte 0909

Rte 0924Rte 0914Rte 0913




ROUTE: 0208 Airstrip Access Rd TOTAL LENGTH: 0.13 MilesSection Number 0Section Length (mi) 0.13AADT **SADT **ADT Date **






RO

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: 020

8 A

irstr

ip A

cces

s R

d

0

Rte 0211

Rte 0911

Rte 0914

Rte 0924Rte 0913




ROUTE: 0211 Yellowtail Power Plant TOTAL LENGTH: 0.35 MilesSection Number 0Section Length (mi) 0.35AADT **SADT **ADT Date **






RO

UTE

: 021

1 Y

ello

wta

il Po

wer

Pla

nt

0

0.36

Rte 0212

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915Rte 0917

Rte 0916




ROUTE: 0212 Avenue B TOTAL LENGTH: 0.40 MilesSection Number 0 0.36Section Length (mi) 0.32 0.08AADT **SADT **ADT Date **


Roadway Condition InformationPCR (Pavement Condition Rating) 55 55RCI (Roughness Condition Index) 60 -1SCR (Surface Condition Rating) 52 55




RO

UTE

: 021

2 A

venu

e B

0

Rte

0213

Rte 0909

Rte 0901

Rte 0902




ROUTE: 0213 Ditchrider Road TOTAL LENGTH: 0.08 MilesSection Number 0Section Length (mi) 0.08AADT **SADT **ADT Date **


Roadway Condition InformationPCR (Pavement Condition Rating) 25RCI (Roughness Condition Index) NCSCR (Surface Condition Rating) 25




RO

UTE

: 021

3 D

itchr

ider

Roa

d

0

Rte 0214

Rte 0911

Rte 0909

Rte 0901

Rte 0902




ROUTE: 0214 Bighorn Canal Road TOTAL LENGTH: 0.14 MilesSection Number 0Section Length (mi) 0.14AADT **SADT **ADT Date **






RO

UTE

: 021

4 B

igho

rn C

anal

Roa

d

0Rte 0212

Rte 0410

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0410 Avenue A TOTAL LENGTH: 0.31 MilesSection Number 0Section Length (mi) 0.31AADT **SADT **ADT Date **






RO

UTE

: 041

0 A

venu

e A

0

Rte 0212

Rte 0411

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0411 Avenue C TOTAL LENGTH: 0.30 MilesSection Number 0Section Length (mi) 0.30AADT **SADT **ADT Date **






RO

UTE

: 041

1 A

venu

e C

0Rte

0412

Rte 0914

Rte 0909

Rte 0924

Rte 0918

Rte 0913

Rte 0915Rte 0917

Rte 0916




ROUTE: 0412 First Street TOTAL LENGTH: 0.09 MilesSection Number 0Section Length (mi) 0.09AADT **SADT **ADT Date **






RO

UTE

: 041

2 F

irst S

tree

t

0

Rte

0413Rte 0914

Rte 0909

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0413 Second Street TOTAL LENGTH: 0.13 MilesSection Number 0Section Length (mi) 0.13AADT **SADT **ADT Date **






RO

UTE

: 041

3 S

econ

d St

reet

0

Rte

0414

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0414 Third Street TOTAL LENGTH: 0.19 MilesSection Number 0Section Length (mi) 0.19AADT **SADT **ADT Date **






RO

UTE

: 041

4 T

hird

Str

eet

0Rte

0415

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915 Rte 0917

Rte 0916




ROUTE: 0415 Fourth Street TOTAL LENGTH: 0.25 MilesSection Number 0Section Length (mi) 0.25AADT **SADT **ADT Date **






RO

UTE

: 041

5 F

ourt

h St

reet

0

Rte

0416

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915

Rte 0916

Rte 0917




ROUTE: 0416 Sixth Street TOTAL LENGTH: 0.18 MilesSection Number 0Section Length (mi) 0.18AADT **SADT **ADT Date **






RO

UTE

: 041

6 S

ixth

Str

eet

0

Rte

0417

Rte 0909

Rte 0914

Rte 0924

Rte 0918

Rte 0913

Rte 0915

Rte 0916

Rte 0917




ROUTE: 0417 Seventh Street TOTAL LENGTH: 0.09 MilesSection Number 0Section Length (mi) 0.09AADT **SADT **ADT Date **






RO

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: 041

7 S

even

th S

tree

t

Bighorn Canyon National Recreation AreaRoute 0205

EWING-SNELL RANCH ROADFrom Route 0013 at MP 10.86

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0205 0.02 0.00 1564 0.03 GOOD / 90 OC

* Lane miles are based on 11' lane widths

6-1

Rte

0013

100 0 10050Feet


HORSE SHOE BEND CAMPGROUNDFrom Route 0203 at MP 1.35

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0207 1.37 17.00 123330 2.12 POOR / 45 OC


6-2

Rte 0203

500 0 500250Feet


M. L. RANCH ROAD SOUTH UNITFrom US 14A

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0209 0.03 0.00 3469 0.06 POOR / 45 AS


6-3

US 14A

100 0 10050Feet


WAPPA UPPER SWITCHYARDFrom Route 0010 at MP 5.30

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0210 0.84 21.00 93361 1.61 NC / -1 AS


6-4

Rte

001

0

400 0 400200Feet


LOCKHART RANCH ACCESS ROADFrom Route 0013 at MP 13.45

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0218 0.05 53.00 12593 0.22 FAIR / 73 OC


6-5

Rte 0013

300 0 300150Feet


AVENUE A ACCESS ROADFrom Route 0010

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0419 0.05 0.00 5403 0.09 EXCELLENT / 97 OC


6-6

Rte 0010

Rte 0410

Rte

0415

200 0 200100Feet


VISITOR CENTER PARKINGAdjacent To Route 0010 at MP 5.25

RoutePublic /

NonPublicDate

Visited Area (sq ft)Lane

Miles *Surface

Type Condition / PCR0900 Public 9/15/2001 27703 0.48 OC GOOD / 90


7-1

Rte

001

0 Rte 0010

200 0 200100Feet


LOWER VISITOR CENTER PARKINGAdjacent To Route 0012 at MP 0.1

RoutePublic /

NonPublicDate


Miles *Surface



7-2

Rte

001

2

Rte 0010

100 0 10050Feet


AFTER BAY OVERLOOKAdjacent To Route 0012 at MP 0.71

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0902 Public 9/15/2001 26099 0.45 OC EXCELLENT / 97


7-3

Rte 0012

150 0 15075Feet


UPPER OK-A-BEH PARKINGAdjacent To Route 0011 at MP 9.1

RoutePublic /

NonPublicDate


Miles *Surface



7-4

Rte 0011

200 0 200100Feet


LOWER OK-A-BEH PARKINGAt End of Route 0011

RoutePublic /

NonPublicDate


Miles *Surface



7-5

Rte 0011

100 0 10050Feet


OK-A-BEH OVERLOOK PARKINGAdjacent To Route 0011 at MP 8.57

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0905 Public 9/15/2001 23343 0.40 OC FAIR / 73


7-6

Rte 0011

100 0 10050Feet


OK-A-BEH EXHIBIT PARKINGAdjacent To Route 0011 at MP 4.55

RoutePublic /

NonPublicDate


Miles *Surface



7-7

Rte 0011

50 0 5025Feet


BOAT RAMP PARKINGAt End of Route 0201

RoutePublic /

NonPublicDate


Miles *Surface



7-8

Rte 0012

Rte 0201

200 0 200100Feet


AIRSTRIP AND PARKINGAt End of Route 0208

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0911 Public 9/15/2001 197542 3.40 AS GOOD / 90


7-9500 0 500 1,000250

Feet

Rte 0010

Rte 0012

Rte 0200

Rte 0202

Rte 0201

Rte

0414

Rte

0416

Rte 0208

Rte

0413

Rte

0412

Rte

0417


PARK HEADQUARTERS PARKINGAdjacent To Route 0212

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0913 Public 9/15/2001 19643 0.34 AS FAIR / 73


7-10

Rte 0010

Rte 0212

Rte 0200

Rte

0412

Rte 0410

150 0 15075Feet


MAINTENANCE PARKINGAdjacent To Route 0212

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0914 NonPublic 9/15/2001 32536 0.56 AS GOOD / 90


7-11

Rte 0010

Rte 0212

Rte 0200

Rte

0412

Rte 0410

Rte

041

1

200 0 200100Feet

100 0 10050Feet


BALLFIELD PARKING AAdjacent To Route 0212 at MP 0.35

RoutePublic /

NonPublicDate


Miles *Surface



7-12

Rte

0415

Rte 0212


BALLFIELD PARKING BAdjacent To Route 0415

RoutePublic /

NonPublicDate


Miles *Surface



7-1350 0 5025Feet

Rte

0415

50 0 5025Feet


BALLFIELD PARKING CAdjacent To Route 0416

RoutePublic /

NonPublicDate


Miles *Surface



7-14

Rte 0212

Rte

0416


SCHOOL PARKINGAdjacent To Route 0411

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0918 Public 9/14/2001 10622 0.18 AS EXCELLENT / 97


7-15100 0 100 20050

Feet

Rte 0212

Rte 0411

Rte

0415


LOVELL VISITORS CENTER PARKINGAdjacent to US 14a

RoutePublic /

NonPublicDate


Miles *Surface



7-16300 0 300150

Feet

US 14a


HORSESHOE BEND PARKINGAdjacent To Route 0203 at MP 1.5

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0920 Public 9/14/2001 66870 1.15 OC POOR / 45


7-17

Rte 0203

200 0 200100Feet


DEVIL'S CANYON OVERLOOK PARKINGAt End of Route 0204

RoutePublic /

NonPublicDate


Miles *Surface



7-18100 0 10050

Feet

Rte 0204


BUREAU OF RECLAMATION PARKINGAdjacent to 0010 at MP 4

RoutePublic /

NonPublicDate


Miles *Surface



7-19

Rte 0010

Rte 0200

Rte

0212

150 0 15075Feet


BAD PASS PARKING BAdjacent to Route 0013 at MP 7.5

RoutePublic /

NonPublicDate


Miles *Surface



7-20100 0 10050

Feet

Rte 00

13


BAD PASS PARKING AAdjacent to Route 0013 at MP 7.15

RoutePublic /

NonPublicDate


Miles *Surface



7-21

Rte

001

3

150 0 15075Feet


HORSESHOE BEND MARINA PARKINGAt End of Route 0203

RoutePublic /

NonPublicDate


Miles *Surface



7-22

Rte 0203

200 0 200100Feet

100 0 10050Feet


AUTOMATIC FEE PAY STATIONAdjacent to Route 0013 at MP 0.55

RoutePublic /

NonPublicDate


Miles *Surface



7-23

Rte 00

13


HORSESHOE BEND DUMP STATIONAdjacent to Route 0203 at MP 1.3

RoutePublic /

NonPublicDate


Miles *Surface



7-24100 0 10050

Feet

Rte 0203


SPIRITED MUSTANG OVERLOOK PARKINGAdjacent to Route 0013 at MP 3.3

RoutePublic /

NonPublicDate


Miles *Surface



7-25100 0 10050

Feet

Rte 0013

FEATURE PARK TOTAL UNIT

BICA: PARKWIDE MAINTENANCE FEATURES SUMMARY

BRIDGE 2 EACH

CATTLE GUARD 11 EACH

CULVERT 18 EACH

CURB 16,484 LINEAR FEET

DROP INLET 17 EACH

GUARD WALL 0 LINEAR FEET

GUARDRAIL 20,080 LINEAR FEET

INTERSECTION 149 EACH

LOW WATER CROSSING 0 EACH

OVERHEAD SIGN 0 EACH

PARK BOUNDARY 0 EACH

PAVED DITCH 5,328 LINEAR FEET

PULLOUT 11 EACH

RAILROAD CROSSING 0 EACH

RETAINING WALL 0 EACH

STATE BOUNDARY 0 EACH

TRAFFIC LIGHT 0 EACH

TUNNEL 0 EACH

TURNOUT 0 LINEAR FEET

Data Collected 10/8/2001 Page 1 of 1

FEATURE UNIT

BICA: ROUTE MAINTENANCE FEATURES SUMMARY

RO

UTE

001

0 F

T SM

ITH

A

CCE

SS R

D

RO

UTE

001

1 O

K-AB

EH

RD

RO

UTE

001

2 A

FTE

R B

AY R

D

RO

UTE

001

3 B

AD

PA

SS R

D

RO

UTE

020

0 A

FTE

R B

AY

CAM

PGR

OU

ND

RD

RO

UTE

020

1 A

FTE

R B

AY

BO

AT

RAM

P R

D

BRIDGE 0 EACH 0 1 1 0 0

CATTLE GUARD 2 EACH 3 0 6 0 0

CULVERT 0 EACH 11 1 3 0 0

CURB 0 LINEAR FEET 4,087 0 502 0 0

DROP INLET 0 EACH 14 3 0 0 0

GUARD WALL 0 LINEAR FEET 0 0 0 0 0

GUARDRAIL 5,929 LINEAR FEET 4,868 760 7,925 106 0

INTERSECTION 33 EACH 12 14 21 2 0

LOW WATER CROSSING 0 EACH 0 0 0 0 0

OVERHEAD SIGN 0 EACH 0 0 0 0 0

PARK BOUNDARY 0 EACH 0 0 0 0 0

PAVED DITCH 0 LINEAR FEET 5,328 0 0 0 0

PULLOUT 0 EACH 0 0 11 0 0

RAILROAD CROSSING 0 EACH 0 0 0 0 0

RETAINING WALL 0 EACH 0 0 0 0 0

STATE BOUNDARY 0 EACH 0 0 0 0 0

TRAFFIC LIGHT 0 EACH 0 0 0 0 0

TUNNEL 0 EACH 0 0 0 0 0

TURNOUT 0 LINEAR FEET 0 0 0 0 0


FEATURE UNIT


RO

UTE

020

2 M

-K H

ILL

PIC

NIC

RO

AD

RO

UTE

020

3 H

ORS

E SH

OE

B

END

RD

RO

UTE

020

4 D

EVIL

'S

CAN

YON

OV

ERLO

OK

RD

RO

UTE

020

8 A

IRST

RIP

ACC

ESS

RD

RO

UTE

021

0 W

APP

A U

PPER

SW

ITCH

YAR

D

RO

UTE

021

1 YE

LLO

WTA

IL

POW

ER

PLA

NT




CURB 0 LINEAR FEET 243 84 0 0 0



GUARDRAIL 0 LINEAR FEET 0 0 0 0 491





PAVED DITCH 0 LINEAR FEET 0 0 0 0 0









FEATURE UNIT


RO

UTE

021

2 A

VEN

UE

B

RO

UTE

021

3 D

ITCH

RID

ER

R

D

RO

UTE

021

4 B

IGH

ORN

C

ANAL

RD

RO

UTE

041

0 A

VEN

UE

A

RO

UTE

041

1 A

VEN

UE

C

RO

UTE

041

2 F

IRST

STR

EET




CURB 1,415 LINEAR FEET 0 0 1,140 1,832 465



GUARDRAIL 0 LINEAR FEET 0 0 0 0 0





PAVED DITCH 0 LINEAR FEET 0 0 0 0 0









FEATURE UNIT


RO

UTE

041

3 SE

CO

ND

ST

REE

T

RO

UTE

041

4 TH

IRD

STR

EE

T

RO

UTE

041

5 F

OU

RTH

ST

REE

T

RO

UTE

041

6 SI

XTH

STR

EE

T

RO

UTE

041

7 SE

VEN

TH

STR

EET

BRIDGE 0 EACH 0 0 0 0

CATTLE GUARD 0 EACH 0 0 0 0

CULVERT 0 EACH 0 0 0 0

CURB 1,109 LINEAR FEET 1,484 2,022 1,690 412

DROP INLET 0 EACH 0 0 0 0

GUARD WALL 0 LINEAR FEET 0 0 0 0

GUARDRAIL 0 LINEAR FEET 0 0 0 0

INTERSECTION 3 EACH 3 5 3 2

LOW WATER CROSSING 0 EACH 0 0 0 0

OVERHEAD SIGN 0 EACH 0 0 0 0

PARK BOUNDARY 0 EACH 0 0 0 0

PAVED DITCH 0 LINEAR FEET 0 0 0 0

PULLOUT 0 EACH 0 0 0 0

RAILROAD CROSSING 0 EACH 0 0 0 0

RETAINING WALL 0 EACH 0 0 0 0

STATE BOUNDARY 0 EACH 0 0 0 0

TRAFFIC LIGHT 0 EACH 0 0 0 0

TUNNEL 0 EACH 0 0 0 0

TURNOUT 0 LINEAR FEET 0 0 0 0


FROM MILEPOST

TOMILEPOST FEATURE SIDE COMMENT

0010 FT SMITH ACCESS RD:

BICA: ROUTE MAINTENANCE FEATURES ROAD LOG

ROUTE

0.000 0.000 ROUTE BEGINS AT SR 313 AT CATTLEGUARD (3 MI NE OF ENTR SIGN)

0.003 0.003 CATTLE GUARD N/A

0.201 0.201 INTERSECTION RIGHT UNPAVED PRIVATE RD

0.268 0.423 GUARDRAIL RIGHT

0.269 0.386 GUARDRAIL LEFT

0.388 0.388 INTERSECTION LEFT




1.049 1.049 INTERSECTION RIGHT
















2.648 2.648 INTERSECTION LEFT UNPAVED PRIVATE RD


FROM MILEPOST




ROUTE

2.779 2.779 INTERSECTION RIGHT UNPAVED RD



2.988 2.988 INTERSECTION RIGHT RTE 012 AFTER BAY ROAD

2.993 2.993 INTERSECTION LEFT UNPAVED RD



3.242 3.242 INTERSECTION LEFT RTE 011 OK-ABEH ROAD




3.643 3.643 INTERSECTION LEFT RTE 212 AVENUE B




3.939 3.939 INTERSECTION RIGHT RTE 200 AFTER BAY CAMPGROUND ROAD





4.200 4.200 INTERSECTION RIGHT RTE 211 YELLOWTAIL POWER PLANT







FROM MILEPOST




ROUTE

4.660 4.660 ROUTE ENDS AT GATE BEGINNING OF DAM


FROM MILEPOST


0011 OK-ABEH RD:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 10 @ MP 329




0.552 0.552 CULVERT N/A

0.652 0.652 DROP INLET RIGHT

0.665 0.665 CULVERT N/A



0.759 0.759 CULVERT N/A




0.817 0.817 CULVERT N/A




1.145 1.145 CULVERT N/A


1.282 1.282 CULVERT N/A




1.815 1.815 CULVERT N/A





FROM MILEPOST


0011 OK-ABEH RD:


ROUTE


2.207 2.382 PAVED DITCH RIGHT









2.673 2.673 DROP INLET LEFT

2.674 2.685 PAVED DITCH LEFT




3.836 3.902 PAVED DITCH LEFT






4.542 4.560 CURB RIGHT

4.549 4.549 INTERSECTION RIGHT RTE 906 OK-A-BEH EXHIBIT PARKING



4.798 4.798 CULVERT N/A



FROM MILEPOST


0011 OK-ABEH RD:


ROUTE



6.188 6.188 CULVERT N/A


6.698 6.698 CULVERT N/A

6.982 6.982 CULVERT N/A


7.513 7.513 INTERSECTION LEFT UNPAVED ENTRANCE TO TRIBAL LANDS




8.560 8.578 CURB LEFT

8.563 8.563 INTERSECTION LEFT RTE 905 OK-A-BEH OVERLOOK PARKING




8.856 8.924 CURB LEFT







9.109 9.109 INTERSECTION RIGHT RTE 903 UPPER OK-A-BEH PARKING

9.330 9.330 ROUTE ENDS AT RTE 904


FROM MILEPOST


0011 OK-ABEH RD:


ROUTE

9.332 9.332 INTERSECTION LEFT RTE 904 OK-A-BEH LOWER PARKING


FROM MILEPOST


0012 AFTER BAY RD:


ROUTE


0.059 0.059 INTERSECTION LEFT RTE 901 LOWER VISITOR CENTER PARKING

0.111 0.111 INTERSECTION LEFT RTE 901 LOWER VISITOR CENTER PARKING

0.212 0.212 INTERSECTION RIGHT RTE 213 DITCHRIDER ROAD


0.421 0.421 INTERSECTION RIGHT RTE 214 BIGHORN CANAL ROAD




0.545 0.607 BRIDGE N/A






0.688 0.688 INTERSECTION LEFT RTE 902 AFTER BAY OVERLOOK

0.690 0.690 INTERSECTION RIGHT RTE 215 AFTER BAY RIVER LAUNCH ROAD

1.023 1.023 INTERSECTION LEFT RTE 201 AFTER BAT BOAT RAMP ROAD


1.354 1.354 INTERSECTION RIGHT RTE 208 AIRSTRIP ACCESS ROAD

1.611 1.611 CULVERT N/A

1.618 1.618 INTERSECTION LEFT RTE 216 GRAPEVINE CAMPGROUND ROAD



FROM MILEPOST


0012 AFTER BAY RD:


ROUTE

1.835 1.835 INTERSECTION RIGHT PRIVATE RD

1.900 1.900 ROUTE ENDS AT END


FROM MILEPOST


0013 BAD PASS RD:


ROUTE

0.000 0.000 ROUTE BEGINS AT PARK BOUNDARY

0.038 0.067 PULLOUT RIGHT

0.039 0.066 PULLOUT LEFT

0.538 0.538 INTERSECTION RIGHT AUTOMATED FEE STATION




0.718 0.718 INTERSECTION RIGHT RTE 203 HORSE SHOE BEND ROAD



0.786 0.799 BRIDGE N/A



1.114 1.114 CULVERT N/A




2.157 2.157 INTERSECTION RIGHT CROOKED CREEK BAY

3.359 3.359 INTERSECTION LEFT RTE 931 SPIRITED OVERLOOK



6.301 6.301 INTERSECTION RIGHT RTE 204 DEVIL'S CANYON OVERLOOK ROAD




7.129 7.129 INTERSECTION RIGHT RTE BAD PASS PARKING A


FROM MILEPOST


0013 BAD PASS RD:


ROUTE

7.163 7.163 INTERSECTION RIGHT RTE 925 BUD PASS PARKING B












8.369 8.369 CULVERT N/A




10.867 10.867 INTERSECTION LEFT RTE 205 EVENING SWELL RANCH ROAD









14.039 14.039 CULVERT N/A



FROM MILEPOST


0013 BAD PASS RD:


ROUTE





15.420 15.420 INTERSECTION LEFT RTE 922 BARRY'S LANDING PARKING (UNPAVED)


15.507 15.550 CURB LEFT



15.550 15.550 ROUTE ENDS AT BOAT RAMP


FROM MILEPOST


0200 AFTER BAY CAMPGROUND RD:


ROUTE



0.141 0.141 INTERSECTION RIGHT UNPAVED PARK RD




FROM MILEPOST


0201 AFTER BAY BOAT RAMP RD:


ROUTE

NO MAINTENANCE FEATURES IN ROUTE.


0.190 0.190 ROUTE ENDS AT END OF PAVEMENT


FROM MILEPOST


0202 M-K HILL PICNIC ROAD:


ROUTE


0.074 0.074 INTERSECTION RIGHT RTE 212 AVENUE B

0.129 0.129 INTERSECTION RIGHT RTE 401 FIREBREAK ROAD

0.334 0.334 INTERSECTION RIGHT UNPAVED PARKING RIGHT



FROM MILEPOST


0203 HORSE SHOE BEND RD:


ROUTE


0.195 0.195 CULVERT N/A

1.205 1.205 INTERSECTION LEFT UNPAVED SERVICE RD

1.205 1.205 INTERSECTION RIGHT DRY BOAT STORAGE



1.319 1.339 CURB LEFT

1.342 1.342 INTERSECTION LEFT RTE 930 HORSE SHOE BEND DUMP STATION

1.342 1.342 INTERSECTION RIGHT RTE 928 RANGER STATION PARKING AREA (UNPAVED)

1.356 1.356 INTERSECTION LEFT RTE 207 HORSE SHOE BEND CAMPGROUND ROAD



1.579 1.579 INTERSECTION RIGHT RTE 920 HORSE SHOE BEND PARKING







1.658 1.658 INTERSECTION LEFT RIGGING AREA



1.690 1.690 ROUTE ENDS AT BOAT RAMP


FROM MILEPOST


0204 DEVIL'S CANYON OVERLOOK RD:


ROUTE


0.089 0.089 CULVERT N/A

0.216 0.216 CULVERT N/A


0.794 0.798 CURB LEFT




FROM MILEPOST


0208 AIRSTRIP ACCESS RD:


ROUTE



0.130 0.130 ROUTE ENDS AT RUNWAY


FROM MILEPOST


0210 WAPPA UPPER SWITCHYARD:


ROUTE





FROM MILEPOST


0211 YELLOWTAIL POWER PLANT:


ROUTE






0.348 0.348 INTERSECTION RIGHT UNPAVED SERVICE RD



FROM MILEPOST


0212 AVENUE B:


ROUTE


0.039 0.039 INTERSECTION LEFT RTE 913 PARK HEADQUARTERS PARKING

0.045 0.059 CURB LEFT


0.088 0.088 INTERSECTION RIGHT RTE 914 MAINTENANCE PARKING

0.106 0.106 INTERSECTION LEFT RTE 913 PARK HEADQUARTERS PARKING


0.121 0.141 CURB LEFT


0.142 0.142 INTERSECTION LEFT RTE 412 FIRST STREET


0.162 0.162 INTERSECTION RIGHT RTE 411 AVENUE C


0.203 0.203 INTERSECTION LEFT RTE 413 SECOND STREET

0.265 0.265 INTERSECTION LEFT RTE 414 THIRD STREET

0.267 0.267 INTERSECTION RIGHT RTE 414 THIRD STREET

0.276 0.314 CURB LEFT



0.317 0.317 INTERSECTION LEFT 415 FOURTH STREET

0.320 0.320 INTERSECTION RIGHT RTE 415 FOURTH STREET


0.377 0.398 CURB LEFT

0.379 0.379 INTERSECTION LEFT UNPAVED PARKING LEFT

0.385 0.385 INTERSECTION RIGHT UNPAVED PARKING RIGHT


FROM MILEPOST


0212 AVENUE B:


ROUTE


0.402 0.402 INTERSECTION LEFT RTE 417 SEVENTH STREET

0.433 0.433 INTERSECTION RIGHT RTE 202 M-K HILL PICNIC ROAD



FROM MILEPOST


0213 DITCHRIDER RD:


ROUTE





FROM MILEPOST


0214 BIGHORN CANAL RD:


ROUTE





FROM MILEPOST


0410 AVENUE A:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 417

0.016 0.029 CURB LEFT

0.043 0.043 INTERSECTION LEFT RTE 416 SIXTH STREET

0.052 0.143 CURB LEFT

0.098 0.098 INTERSECTION RIGHT RTE 419 AVENUE A ACCESS ROAD

0.146 0.146 INTERSECTION LEFT RTE 415 FOURTH STREET

0.165 0.203 CURB LEFT


0.207 0.245 CURB LEFT

0.247 0.247 INTERSECTION LEFT RTE 413 SECOND STREET

0.250 0.250 INTERSECTION RIGHT RTE 413 SECOND STREET

0.255 0.273 CURB LEFT

0.279 0.297 CURB LEFT

0.310 0.310 ROUTE ENDS AT RTE 412 @ MP 009


FROM MILEPOST


0411 AVENUE C:


ROUTE


0.007 0.018 CURB LEFT










0.173 0.191 CURB LEFT

0.193 0.193 INTERSECTION LEFT RTE 415 FOURTH STREET

0.195 0.195 INTERSECTION RIGHT RTE 415 FOURTH STREET

0.201 0.223 CURB LEFT



0.224 0.290 CURB LEFT


0.243 0.243 INTERSECTION RIGHT RTE 918 SCHOOL PARKING


0.291 0.291 INTERSECTION RIGHT RTE 918 SCHOOL PARKING




FROM MILEPOST


0412 FIRST STREET:


ROUTE



0.018 0.031 CURB LEFT



FROM MILEPOST


0413 SECOND STREET:


ROUTE


0.012 0.012 INTERSECTION RIGHT RTE 410 AVENUE A

0.015 0.121 CURB LEFT



0.124 0.124 INTERSECTION RIGHT RTE 410 AVENUE A



FROM MILEPOST


0414 THIRD STREET:


ROUTE



0.014 0.102 CURB LEFT



0.113 0.157 CURB LEFT




0.190 0.190 ROUTE ENDS AT RTE 411@ MP 017


FROM MILEPOST


0415 FOURTH STREET:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 410 @ 016


0.018 0.025 CURB LEFT

0.019 0.019 INTERSECTION LEFT RTE 916 BALLFIELD PARKING B

0.040 0.100 CURB LEFT




0.116 0.174 CURB LEFT


0.178 0.178 INTERSECTION LEFT RTE 411 AVENUE C


0.185 0.216 CURB LEFT



0.222 0.236 CURB LEFT



0.240 0.244 CURB LEFT



FROM MILEPOST


0416 SIXTH STREET:


ROUTE



0.015 0.172 CURB LEFT



0.086 0.086 INTERSECTION LEFT RTE 917 BALLFIELD PARKING C




FROM MILEPOST


0417 SEVENTH STREET:


ROUTE







10 - 1

APPENDIX A: GLOSSARY OF TERMS AND ABBREVIATIONS

TERM OR ABBREVIATION DESCRIPTION OR DEFINITION

1320 Numeric Code for Bighorn Canyon National Recreation Area

AADT Annually Adjusted Daily Traffic. Average daily traffic adjusted for the term period comprising 80% of annual visitation

BICA Alpha Code for Bighorn Canyon National Recreation Area

CRS Condition Rating Sheets. (Section 5)

Drainage Condition Rating A visual rating (Good, Poor) of the drainage condition. (see Section 10)

Excellent Excellent rating with an index value of 95 or greater

Fair Fair rating with an index value between 61 and 84

Func. Class Functional Classification (see Route ID, Section 4)

Good Good rating with an index value between 85 and 94

IRI International Roughness Index

Lane Width Distance from road centerline to fogline, or from centerline to edge-of-pavement when no fogline exists

MRR Manually Rated Route

NA Not Applicable

NC Not Collected

Paved Width Distance from edge-of-pavement to edge-of-pavement

PCR Pavement Condition Rating (see Section 10)

10 - 2

Poor Poor Rating with an index value of 60 or less

RCI Roughness Condition Index

SADT Seasonal Annual Daily Traffic. Average daily traffic for the total defined “season”

SCR Surface Condition Rating (see Section 10)

Shoulder Condition Rating Visual rating (Good, Poor) of the condition of shoulder. (see Section 10)

Shoulder Width Distance from fogline to hinge point, or if no fogline, from edge-of-pavement to hinge point

10-3

APPENDIX B: DESCRIPTION OF RATING SYSTEM

A numerical roadway rating system is used to describe the overall condition of the paved roadways and paved parking areas. In this system, a numerical rating between 1 and 100 is ascribed to each 0.02 miles of road. This numerical rating is called a Pavement Condition Rating (PCR). A “perfect” road, newly constructed with no surface distresses and a smooth surface, would be assigned a PCR rating of 100.Based on the type, severity, and extent of surface distresses points are deducted from 100 to arrive at the final PCR.

Data is collected on the following distresses and conditions:

- Alligator Cracking - a series of interconnecting cracks resembling alligator skin or chicken wire, which can ocurr anywhere in the lane.

- Longitudinal Cracking - cracks which are parallel to the pavement centerline or asphalt lay-down direction.

- Transverse Cracking - cracks perpendicular to the pavement centerline.

- Pothole (patch) - a bowl-shaped hole in the pavement surface. May be patched or not.

- Rutting - surface depressions in the wheel paths.

Roughness is collected as International Roughness Index (IRI) and is used in the PCR formula. Roughness is measured in inches of vertical displacement of the vehicle per mile traveled.

A Distress Rating Index value is calculated for each of the individual distresses at the 0.02 mile, or every 105.6 feet.

Rating Index Formulas

Alligator Cracking Index = 100 - [40 * ( %low/70 + %medium/30 + %high/10 )] Longitudinal Cracking Index = 100 - [40 * ( %low/350 + %medium/200 + %high/75 )] Transverse Cracking Index = 100 – [(20 * ( low/15.1 + medium/7.5)) + (40 * (high/1.9))]Patching Index = 100 - [40 * ( %patching / 80 )] Rutting Index: 100-[40*((low/160) + (med/80) + (high/40))] Roughness Condition Index: (RCI) = 32 * [5 * e(-0.0041 * average IRI)]

These 0.02 Distress Rating Index values are then averaged over one mile sections for the mile-by-mile Disitress Rating Indexes, Surface Condition Rating (SCR) and Pavement Condition Rating (PCR).

Surface Condition Rating (SCR) = 100 – [(100 – AC_INDEX) + (100 – LC_INDEX) + (100 – TC_INDEX) + (100 – PATCH_INDEX) + (100 – RUT_INDEX)]

Pavement Condition Rating (PCR) = ( SCR * 0.60 ) + ( RCI * 0.40 )

NOTE: Collection of roughness data is dependant on the data collection vehicle traveling at a minimum speed of 12 mph. In the event that a route cannot be safely traveled at this minimum speed, and results in no roughness data, the SCR only will be calculated.

10-4

Parking Lot and Manually Rated Road Condition Rating

Surface Condition Distresses- Chip Seal: Raveling – loss of surface rock chips revealing previous surface Bleeding – asphalt or tar is bleeding through to the surface where surface looks slick with asphaltRuttingPotholes/Patching

Ratings - Chip Seal: Excellent – None of the surface affected by the above (recently constructed) Good – Less than 10% of surface affected by the above Fair – Between 10% and 40% of surface affected by the above Poor – More than 40% of surface affected by the above

Surface Condition - Asphalt:Cracking of any type RuttingPotholes/Patching

Ratings - Asphalt: Excellent – None of the surface affected by the above (recently constructed) Good – Less than 10% of surface affected by the above Fair – Between 10% and 40% of surface affected by the above Poor – More than 40% of surface affected by the above

Index Values of Visual Ratings on Parking Lots and Manually Rated Roads

Excellent 97

Good 90

Fair 73

Poor 45

10-5

Drainage Condition Rating Definitions

Good: Minimal overall drainage problems. If funding were available for pavement maintenance, 25% or less is estimated to correct drainage deficiencies.

Poor: Problems exist that jeopardizes the integrity of the road in this section. If funding were available for pavement maintenance, 50% to 100% is estimated to correct drainage deficiencies.

Drainage Condition Rating Criteria

The following are examples of basic criteria to help the rater to identify the differentdrainage ratings. While in the field, many other flaws will be discovered, but these criteria should give a feel for where the flaws would apply in the ratings.

Good DrainageMost water clears the road prism adequately with little concern of base saturation.

Pavement has minor deficiencies that interrupt water flow. Shoulders are mostly adequate as they relate to surrounding terrain. Shoulder design

generally coincides with the drainage design. Curbs have deficiencies, but still function without erosion. Down drains are placed properly, but show signs of some deterioration. Culverts are adequate in numbers and size however, minor deficiencies are evident. Ditches are not paved, but solid and have enough area to maintain and carry required volume

of water.

Poor DrainageThis section has areas of inadequate drainage ability that is causing base saturation that could cause a road failure.

Pavement grade is irregular and holds dangerous amounts of water (hydroplaning is a concern), or shows massive alligator cracking.

Shoulder design induces ponding that encroaches on the pavement (drivers try to avoid ponds).

Portions of curbs are missing, allowing water to escape causing erosion. Drop inlets, due to various reasons, are only able to drain 50% or less efficiently. Down drains show signs of water exiting in areas by the down drain causing erosion. Culverts are functionally deficient including size, installation, location, or grade giving water

opportunity to saturate the road base. Ditches allow water opportunity to saturate the road base through various reasons such as

low places in ditch where design has not allowed for water to drain, little or no room in the road prism for a needed ditch, or water is disappearing within the ditch.

Shoulder Condition Rating Definitions

Good: The shoulder is generally in good functional condition. If curbs are present, they are functional.

Poor: There is no shoulder because erosion has removed it. If curbs are present, they need to be replaced.

10-6

Shoulder Rating Criteria

The following are examples of basic criteria to help the rater to identify the different shoulder ratings.While in the field, many other flaws will be discovered, but these criteria should give a feel for where the flaws would apply in the ratings.

Good Shoulders If shoulder is unpaved drop-offs are less than 1", but grading is required. If shoulder is paved rut depth is less than 1/2", sealed cracks are present, and grading is

required. If curbs are present they are functional.

Poor Shoulder If shoulder is unpaved drop-offs are greater than 4" and erosion has removed the shoulder. If shoulder is paved rut depth is greater than 1". Open cracks are greater than 1/4" deep, and

erosion has removed the shoulder. If curbs are present they need replacement. If curbs are present they need repairs, and there is erosion behind the curb.

10 - 7

APPENDIX C: DIGITAL IMAGE INFORMATION

All images collected in Cycle 3 are digital images. These images provide the best resolution for identifying sign inventories and pavement evaluations. The images can be viewed with an interactive software program called Visi-Data. Each park will have a copy of the Visi-Data program installed in the park for park personnel to access and use.

Only Cycle 3 data can be queried and reviewed using the Visi-Data software program. This program is a multimedia data presentation and analysis tool that can be accessed either at the individual park, park region or at NPS headquarters. The data is organized in a hierarchical manner and presented in tabular and graphical formats. The user is able to perform queries and drill down through the data to find the particular information they are trying to query. Associated digital right-of-way images from the either the LAN, USB port, individual DVD, or from the Visi-web application, can be presented along with the GPS locations.

10 - 8

APPENDIX D: METADATA

ARAN ROUTE GPS DATA

Background information of route spatial data.

GPS Records: GPS data for NPS routes is stored in the MS Access database for the park. The coordinates of the road traces are stored in the ‘PMS_20’ table in the ‘GPS_LAT’ and ‘GPS_LON’ fields.

Data Collection Device:Vehicle Information: Ford Van Type of GPS Unit: NovAtel MiLLennium, 12 channel, dual frequency L1/L2, DGPS ready

receiver w/MiLLennium 502 GPS antenna and OmniSTAR System 3000 LR

Inertial System: Applanix POS LV

Accuracy: Expected ground accuracy is 1 meter *

*The above accuracy assumes good GPS mission planning resulting in maximum GPS satellite observation and ideal environmental conditions. Due to less than ideal satellite and environmental conditions, some routes may lack the expected ground accuracy.

Geographic Datum: WGS 1984

Post Collection GPS Correction: Due to unanticipated GPS collection inaccuracies, some route locations have been digitized using DOQQ’s and other data sources.

10 - 9

FHWA – NPS Road Inventory Program Cycle 3 Metadata for the Park Database

The purpose of these sheets is to provide users of the Road Inventory Program’s data with data accuracies and tolerances to help users define ways in which the RIP data can and cannot be used. For further information on specifics of data collection equipment, data collection procedures, equipment calibrations, or quality control/quality assurance procedures, please contact Jim Kennedy, Project Manager, Data Quality Assurance, at 720-963-3560 or [email protected].

All Road Inventory Program data undergoes quality control and quality assurance testing. This document represents the known data accuracies and tolerances for the data collection equipment, data collection procedures, and data processing procedures currently in use. Many additional tests conducted on the park databases during the quality assurance phase to ensure data integrity are not listed as a part of this document. Before it is delivered, a park database undergoes a large set of table design consistency, field data format consistency, data completeness, uniqueness of key fields, data reasonableness, acceptable data range, within-field data consistency, between-field data consistency, and between-table data consistency tests. Additional data sampling checks are conducted to ensure proper data upload from raw files into the park database and to quality check the pavement crack analysis. Further information is detailed in the FHWA – NPS RIP Quality Assurance Manual, available upon request.

This description of metadata includes only the known accuracies with which a data field matches its expected value. The tables that follow this page show each database field’s:

• Field – field name • Format – data type and number of characters of field • Expected Value – meaning of value assigned to field • Source – when in process field value obtained • Validation – how field value obtained • Expected Accuracy – accuracy with which contents of field match Expected Value

Verifying and continually improving the accuracy of Road Inventory Program data is an ongoing goal of the Federal Highway Administration and the National Park Service. Field testing and post-collection analysis of ARAN (Automatic Road ANalyzer) -collected data will continue in Cycle 4. Data quality is expected to improve as the FHWA – NPS Road Inventory Program continues to operate, due to the fact that future data collection cycles will consist in large part of data updates. Also, technological improvements are expected to render the data increasingly consistent with actual roadway conditions as data collection cycles progress.

Specific Caveats

• Three canned reports are titled “Features in Good Condition”, “Features in Fair Condition,” and “Features in Poor Condition.” These titles could be misleading. In Cycle 3, condition assessments have been conducted on signs only. Condition assessments have not been conducted on non-sign features, such as culverts, guardrails, pullouts, etc. Although the database and canned reports might report a default value of “good” for un-assessed features, these condition values are not valid for import into FMSS.

• Database records that show a concrete surface type sometimes include index values that seem to show a perfect roadway (e.g., a Pavement Condition Rating (PCR) of 100). The Road Inventory Program does not actually conduct condition assessments of concrete surfaces. The perfect values are just default values assigned to unassessed sections of pavement and do not represent an assessment of the roadway surface’s quality.

• On the USB drive, in the Database folder, parks are provided with intersection lists and exceptions lists. These documents should be treated as raw files and are not accurate. Refer to the final database for accurately post-processed intersection data.

• Most roadway data is collected in the primary direction lane of a roadway. To save data storage

10 - 10

space and to reduce data analysis efforts, the assumption was made that the paved surface condition of a route’s primary lane adequately represents the surface condition of the full roadway. Therefore, in the database, opposite-direction records in the PMS_Visidata table do not include assessed values for roadway surface distresses. Values such as 0, N/A, -1, or a repeat of the primary-direction assessed value indicate that no assessment was performed. The PMS_20 and PMS_Mile tables simply exclude all opposite routes.

• Most roadway features are collected relative to the primary direction lane of a roadway, using the primary-direction video. Signs are the only features collected using the opposite-direction video.

Key to Notes in Tables

(1): Note that only one value fits in field, so even if this value varies throughout the route, only one value is recorded here. (2): Note that some MP values listed here are estimates recorded during the Route ID process for use by the data collection crew (e.g. “FROM ROUTE 0010 AT MILEPOST 30.3”). They are estimates only and are not expected to match the more accurate milepost values included elsewhere in the database in the BEG_MP, END_MP, and MP fields. (3): Mileage is measured by the ARAN (Automatic Road ANalyzer) data collection vehicle out to the 0.001 decimal place. The DMI (distance measuring instrument) is very accurate, with extremely slight variations in measurement due to air temperature, tire inflation, curves, hills, and equipment calibration. (4): Features are measured differently depending on whether they are visible in the forward-facing video of the roadway, but every feature milepost measurement depends on the baseline measurement of the data collection vehicle’s mileage. The ARAN (Automatic Road ANalyzer) data collection vehicle’s mileage is measured by the DMI (distance measuring instrument) out to the 0.001 decimal place. The DMI is very accurate, with extremely slight variations in measurement due to air temperature, tire inflation, curves, hills, and equipment calibration. If a feature will not be visible in the forward-facing video, its milepost is determined by the data collectors’ key press tagging the milepost when the ARAN passes the feature. Key presses are entered into the ARAN software when the vehicle travels typically between 15 and 45 miles/hour, so a delay of a single second as the vehicle passes a feature would result in an inaccuracy of 0.004 miles (22 feet) to 0.012 miles (66 feet). If a feature is visible in the video, its milepost is determined during post-processing using a video measurement software called Surveyor. Features along the side of a roadway that are measured using the Surveyor software might not be located very accurately. Surveyor is known to be most accurate when measuring quantities near the center of the video frame, as opposed to in the edges of the video image. (5): Only signs are evaluated for condition. No other features’ conditions are assessed, so “N/A” was originally intended to be the default value for unassessed features. However, some non-sign features do have condition ratings in the database. These are not accurate, because no assessment was ever done on non-sign features. (6): Condition assessments are not conducted on concrete (CO) surface types. Perfect values for concrete road sections are default values and do not represent a condition assessment of the concrete surfaces. (7): Roadway cracking presence, type, severity, and extent are determined by filming the roadway in the primary lane continuously with two overlapping analog cameras of 640 x 480 resolution. The images from both cameras are stitched together in real time to create a continuous strip image of the roadway pavement in the primary lane. Cracks 3 mm or greater in width are visible in this video. A semi-automatic process running the WiseCrax software with additional input by human operators provides the cracking quantities recorded in these database fields. Quality checks have determined that a consistent 80% or better of the visible cracks are recorded.

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TED

AC

CU

RA

CY

RIP

_CYC

LE

X

3, fo

r dat

a co

llect

ion

cycl

e 3

Rou

te ID

Mee

ting

FHW

A D

eter

min

atio

n 10

0%

STA

TEX

X

Sta

te w

here

rout

e is

loca

ted

Rou

te ID

Mee

ting

Par

k In

put/F

HW

A D

eter

min

atio

n U

ntes

ted.

(1)

PA

RK

_ALP

HA

X

XX

X

Par

k al

pha

code

R

oute

ID M

eetin

g N

PS

Ref

eren

ces

Unt

este

d

PA

RK

_NO

X

XX

X

Par

k nu

mer

ic c

ode

Rou

teID

Mee

ting

NP

S R

efer

ence

s U

ntes

ted

RTE

_NO

X

XX

XX

X

Rou

te n

umbe

r R

oute

ID M

eetin

g P

ark

Inpu

t/FH

WA

Cla

ssifi

catio

n U

ntes

ted

FUN

CT_

CLA

SS

X

Rou

te fu

nctio

nal c

lass

R

oute

ID M

eetin

g Pa

rk In

put/F

HW

A C

lass

ifica

tion

Unt

este

d

DIR

EC

TIO

N

XX

X

Sur

vey

lane

: PR

I (pr

imar

y) o

r OP

P (o

ppos

ite)

Rou

te ID

Mee

ting

Par

k In

put/F

HW

A D

eter

min

atio

n U

ntes

ted

BE

G_M

P

999.

999

(mile

s)

MP

at s

tart

of ro

ad in

terv

al d

escr

ibed

by

data

base

re

cord

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0% (3

)

EN

D_M

P

999.

999

(mile

s)

MP

at e

nd o

f roa

d in

terv

al d

escr

ibed

by

data

base

re

cord

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0% (3

)

INT_

LEN

GTH

99

9.9

(ft)

Leng

th o

f roa

d in

terv

al a

s ag

greg

ated

for d

ata

tabl

e C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0%

RTE

_LE

NG

TH

999.

999

(mile

s)

Col

lect

ed ro

ute

leng

th

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

100%

NO

_LA

NE

S

X

Num

ber o

f lan

es in

rout

e A

RA

N D

ata

Col

lect

ion

Sur

vey

Cre

w In

put

Unt

este

d. (1

)

LAN

E_N

O

X

Dat

a co

llect

ion

lane

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

WX

_LA

NE_

WID

TH

99.9

99 (f

t) W

iseC

rax

(cra

ck d

etec

tion

softw

are)

ana

lysi

s w

idth

C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

t U

ntes

ted

LAN

E_W

IDTH

99

.999

(ft)

Wid

th o

f lan

e C

ontra

ctor

Pos

t-pro

cess

ing

Vid

eo P

roce

ssin

g U

ntes

ted

PA

VE

_WID

TH

99.9

99 (f

t) Fu

ll pa

vem

ent w

idth

C

ontra

ctor

Pos

t-pro

cess

ing

Vid

eo P

roce

ssin

g U

ntes

ted

SH

LD_W

IDTH

_L

99.9

99 (f

t) Le

ft sh

ould

er w

idth

C

ontra

ctor

Pos

t-pro

cess

ing

Vid

eo P

roce

ssin

g U

ntes

ted

SHLD

_WID

TH_

R

99.9

99 (f

t) R

ight

sho

ulde

r wid

th

Con

tract

or P

ost-p

roce

ssin

g V

ideo

Pro

cess

ing

Unt

este

d

SH

LD_C

ON

D_L

X

XX

X

Left

shou

lder

con

ditio

n A

RA

N D

ata

Col

lect

ion

Sur

vey

Cre

w In

put

Unt

este

d

SH

LD_C

ON

D_R

X

XX

X

Rig

ht s

houl

der c

ondi

tion

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted

DR

AIN

_CO

ND

_L

XX

XX

Le

ft dr

aina

ge c

ondi

tion

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted

DR

AIN

_CO

ND

_R

X

XX

X

Rig

ht d

rain

age

cond

ition

A

RA

N D

ata

Col

lect

ion

Sur

vey

Cre

w In

put

Unt

este

d

SU

RF_

TYP

E

XX

S

urfa

ce ty

pe o

f rou

te

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted.

(1)

PC

R99

9P

avem

ent C

ondi

tion

Rat

ing

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

for c

alcu

latio

n (6

)

RC

I99

9R

ough

ness

Con

ditio

n In

dex;

-1 if

inva

lid IR

I C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0% fo

r cal

cula

tion

1

0 - 1

4

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

TED

AC

CU

RA

CY

SC

R99

9S

urfa

ce C

ondi

tion

Rat

ing

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

for c

alcu

latio

n (6

)

IRI_

AVG

99

9.9

(inch

es/m

ile)

Ave

rage

IRI

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

IRI_

SD

999.

9 (in

ches

/mile

) IR

I sta

ndar

d de

viat

ion

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

IRI_

L99

9.9

(inch

es/m

ile)

Left

whe

el p

ath

IRI

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

Unt

este

d

IRI_

R99

9.9

(inch

es/m

ile)

Rig

ht w

heel

pat

h IR

I A

RA

N D

ata

Col

lect

ion

Aut

omat

ic O

utpu

t U

ntes

ted

IRI_

FLA

G

0 or

-1

-1 if

inva

lid IR

I dat

a C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

RU

T_IN

DE

X

999

Rut

inde

x C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0% fo

r cal

cula

tion

(6)

RU

T_A

VG

99

.99

(inch

es)

Ave

rage

rut d

epth

of b

oth

whe

elpa

ths

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d (6

)

RU

T_M

AX

99

.99

(inch

es)

Max

imum

rut d

epth

of b

oth

whe

elpa

ths

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d (6

)

RU

T_S

D

9.9

Rut

dep

th s

tand

ard

devi

atio

n C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

(6)

RU

T_LO

W

999

(%)

Per

cent

of l

ow s

ever

ity ru

ts (o

n a

0-20

0% s

cale

) in

bot

h w

heel

path

s C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

(6)

RU

T_M

ED

999

(%)

Per

cent

of m

ediu

m s

ever

ity ru

ts (o

n a

0-20

0%

scal

e) in

bot

h w

heel

path

s C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

(6)

RU

T_H

I 99

9 (%

) P

erce

nt o

f hig

h se

verit

y ru

ts (o

n a

0-20

0% s

cale

) in

bot

h w

heel

path

s C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

(6)

XFA

LL

999.

9 (%

slo

pe)

Cro

ss fa

ll at

sta

rt of

road

inte

rval

A

RA

N D

ata

Col

lect

ion

Aut

omat

ic O

utpu

t P

reci

se b

ut in

accu

rate

. N

ot re

porte

d in

Cyc

le 4

GR

AD

E99

9.9

(% s

lope

) G

rade

at s

tart

of ro

ad in

terv

al

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

Pre

cise

but

inac

cura

te.

Not

repo

rted

in C

ycle

4

AC

_IN

DEX

99

9 A

lliga

tor c

rack

ing

inde

x C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0% fo

r cal

cula

tion

(6)

AC

_LO

W

999.

9999

(%)

Per

cent

of W

iseC

rax

mea

sure

d la

ne a

rea

with

lo

w-s

ever

ity a

lliga

tor c

rack

ing

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

(6) (

7)

AC

_ME

D

999.

9999

(%)

Per

cent

of W

iseC

rax

mea

sure

d la

ne a

rea

with

m

ediu

m-s

ever

ity a

lliga

tor c

rack

ing

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

(6) (

7)

AC

_HI

999.

9999

(%)

Per

cent

of W

iseC

rax

mea

sure

d la

ne a

rea

with

hi

gh-s

ever

ity a

lliga

tor c

rack

ing

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

(6) (

7)

LC_I

ND

EX

99

9 Lo

ngitu

dina

l cra

ckin

g in

dex

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

for c

alcu

latio

n (6

)

LC_L

OW

99

9.99

(%)

Low

-sev

erity

long

itudi

nal c

rack

ing

in la

ne a

s a

perc

enta

ge o

f roa

d in

terv

al le

ngth

C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

t (6

) (7)

LC_M

ED

99

9.99

(%)

Med

ium

-sev

erity

long

itudi

nal c

rack

ing

in la

ne a

s a

perc

enta

ge o

f roa

d in

terv

al le

ngth

C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

t (6

) (7)

LC_H

I 99

9.99

(%)

Hig

h-se

verit

y lo

ngitu

dina

l cra

ckin

g in

lane

as

a pe

rcen

tage

of r

oad

inte

rval

leng

th

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

(6) (

7)

TC_I

ND

EX

99

9 Tr

ansv

erse

cra

ckin

g in

dex

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

for c

alcu

latio

n (6

)

TC_L

OW

99

9.99

(cra

cks)

Cou

nt o

f low

-sev

erity

tran

sver

se c

rack

s, w

here

on

e cr

ack

unit

equa

ls th

e W

iseC

rax

mea

sure

d la

ne w

idth

C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

t (6

) (7)

TC_M

ED

99

9.99

(cra

cks)

Cou

nt o

f med

ium

-sev

erity

tran

sver

se c

rack

s,

whe

re o

ne c

rack

uni

t equ

als

the

Wis

eCra

x m

easu

red

lane

wid

th

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

(6) (

7)

TC_H

I 99

9.99

(cra

cks)

Cou

nt o

f hig

h-se

verit

y tra

nsve

rse

crac

ks, w

here

on

e cr

ack

unit

equa

ls th

e W

iseC

rax

mea

sure

d la

ne w

idth

C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

t (6

) (7)

PA

TCH

_IN

DE

X

999

Pat

chin

g in

dex

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

for c

alcu

latio

n (6

)

1

0 - 1

5

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

TED

AC

CU

RA

CY

PA

TCH

ING

99

9.99

99 (%

) P

erce

nt o

f Wis

eCra

x m

easu

red

lane

are

a af

fect

ed

by p

atch

ing

Con

tract

or P

ost-p

roce

ssin

g M

anua

l Pav

emen

t Vid

eo

Pro

cess

ing

Unt

este

d (6

)

GP

S_L

AT

999.

9999

99

Latit

ude

coor

dina

te

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

See

GPS

Met

adat

a sh

eet d

istri

bute

d w

ith d

ata

GP

S_L

ON

-9

99.9

9999

9 Lo

ngitu

de c

oord

inat

e A

RA

N D

ata

Col

lect

ion

Aut

omat

ic O

utpu

t S

ee G

PS M

etad

ata

shee

t dis

tribu

ted

with

dat

a

GP

S_E

LEV

99

999.

9 E

leva

tion

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

See

GPS

Met

adat

a sh

eet d

istri

bute

d w

ith d

ata

GP

S_M

OD

E

XX

X

GP

S m

ode

durin

g co

llect

ion

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

See

GPS

Met

adat

a sh

eet d

istri

bute

d w

ith d

ata

VID

EO

<P

ark>

C03

VID

<#>

Rem

ovab

le U

SB

vid

eo h

ard

driv

e nu

mbe

r C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

U

ntes

ted

IMA

GE

(T

ext)

File

nam

e of

.jpg

imag

e sh

owin

g ro

ad in

terv

al

Con

tract

or P

ost-p

roce

ssin

g A

utom

atic

Out

put

Unt

este

d

SP

EE

D99

9 (m

iles/

hour

) A

vera

ge A

RA

N s

peed

dur

ing

data

col

lect

ion

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

Unt

este

d

BR

IDG

E_F

LAG

0

or 1

Fl

ag in

dica

ting

pres

ence

of b

ridge

in in

terv

al

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted

CO

NS

TR_F

LAG

0

or 1

Fl

ag in

dica

ting

cons

truct

ion

in in

terv

al

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted

LAN

EDEV

_FLA

G

0 or

1

Flag

indi

catin

g la

ne d

evia

tion

in in

terv

al

AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t U

ntes

ted

DA

TED

D/M

M/Y

Y D

ata

colle

ctio

n da

te

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

100%

NO

DIS

TRE

SS

0

OR

1

Flag

indi

catin

g ab

senc

e of

pav

emen

t dis

tress

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

10

0%

FILE

NA

ME

X

XX

XX

XX

X

File

nam

e of

raw

dat

a fil

es

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

100%

SE

CTI

ON

X

XX

XX

X

Rou

te s

ectio

n ID

R

oute

ID M

eetin

g/AR

AN

Dat

a C

olle

ctio

n S

urve

y C

rew

Inpu

t/Aut

omat

ic

Out

put

100%

FKE

Y 99

9999

9U

niqu

e re

cord

ID

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

VIS

I_FR

OM

99

9999

(milli

mile

s)

Raw

MP

of f

irst v

ideo

fram

e in

sec

tion

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

VIS

I_TO

99

9999

(milli

mile

s)

Raw

MP

of l

ast v

ideo

fram

e in

sec

tion

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

IDK

EY

(Tex

t) U

niqu

e re

cord

ID u

sed

by V

isiD

ata

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

MP

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Cycle 3 Shapefile Metadata

Metadata is provided for all shapefiles used for the creation of RIP report documents. The metadata for each shapefile associated with the park can be found in Section 10 of the PDF report provided on your park CD.

All shapefiles have the following spatial characteristics:

Geographic_Coordinate_Units: Decimal degrees Spheroid: WGS 1984

10-16

bica_segMetadata also available as

Metadata:Identification_InformationData_Quality_InformationSpatial_Data_Organization_InformationSpatial_Reference_InformationEntity_and_Attribute_InformationDistribution_InformationMetadata_Reference_Information

Identification_Information:Citation:

Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: bica_segGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: RoutesPurpose: Road Inventory ProgramSupplemental_Information:

Data created by The TSR Group from GPS coordinates provided in the PMS_20 table. The shapefile is processed to aggregate adjacent segments with the same PCR rating.

Time_Period_of_Content:Time_Period_Information:

Single_Date/Time:Calendar_Date: 2005

Currentness_Reference: ground conditionStatus:

Progress: Complete Maintenance_and_Update_Frequency: As per RIP cycle

Spatial_Domain:Bounding_Coordinates:

West_Bounding_Coordinate: -108.296288East_Bounding_Coordinate: -107.869202North_Bounding_Coordinate: 45.331444South_Bounding_Coordinate: 44.950722

Keywords:Theme:

Theme_Keyword_Thesaurus: BICATheme_Keyword: BICA

Page 1 of 5bica_seg

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_seg_md.htm

Access_Constraints: NoneUse_Constraints: Redistribution needs permission from EFLHD/NPSPoint_of_Contact:

Contact_Information:Contact_Person_Primary:

Contact_Person: Dan VanGilderContact_Organization: EFLHD

Contact_Position: GIS CoordinatorContact_Address:

Address_Type: mailing and physical addressAddress: 21400 Ridgetop CircleCity: SterlingState_or_Province: VirginiaPostal_Code: 20166Country: United States

Contact_Voice_Telephone: 703-404-6361Contact_Electronic_Mail_Address: [email protected]

Native_Data_Set_Environment:Microsoft Windows 2000 Version 5.1 (Build 2600) Service Pack 2; ESRI ArcCatalog 8.3.0.800

Data_Quality_Information:Attribute_Accuracy:

Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for routesLineage:

Source_Information:Type_of_Source_Media: GPS

Spatial_Data_Organization_Information:Direct_Spatial_Reference_Method: VectorPoint_and_Vector_Object_Information:

SDTS_Terms_Description:SDTS_Point_and_Vector_Object_Type: StringPoint_and_Vector_Object_Count: 222

Spatial_Reference_Information:Horizontal_Coordinate_System_Definition:

Geographic:Latitude_Resolution: 0.000000Longitude_Resolution: 0.000000Geographic_Coordinate_Units: Decimal degrees

Geodetic_Model:Horizontal_Datum_Name: North American Datum of 1927Ellipsoid_Name: Clarke 1866

Page 2 of 5bica_seg


Semi-major_Axis: 6378206.400000Denominator_of_Flattening_Ratio: 294.978698

Entity_and_Attribute_Information:Detailed_Description:

Entity_Type:Entity_Type_Label: bica_seg

Attribute:Attribute_Label: FIDAttribute_Definition: Internal feature number.Attribute_Definition_Source: ESRIAttribute_Domain_Values:

Unrepresentable_Domain:Sequential unique whole numbers that are automatically generated.

Attribute:Attribute_Label: ShapeAttribute_Definition: Feature geometry.Attribute_Definition_Source: ESRIAttribute_Domain_Values:

Unrepresentable_Domain: Coordinates defining the features. Attribute:

Attribute_Label: FNODE_Attribute_Definition: Length of featureAttribute_Definition_Source: ESRI

Attribute:Attribute_Label: TNODE_

Attribute:Attribute_Label: LPOLY_ Attribute_Definition: Route numberAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: RPOLY_Attribute_Definition: Collected route lengthAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: LENGTHAttribute_Definition:

Numeric PCR definition. Average PCR value based on programatic averaging of adjacent segments.

Attribute_Domain_Values:Range_Domain:

Range_Domain_Minimum: 0Range_Domain_Maximum: 100

Attribute:Attribute_Label: BICA_SEG_Attribute_Definition: Verbal PCR definition based on value in PCRAV fieldAttribute_Domain_Values:

Enumerated_Domain:Enumerated_Domain_Value: POOR

Page 3 of 5bica_seg


Enumerated_Domain_Value_Definition: PCR value <= 60Enumerated_Domain:

Enumerated_Domain_Value: FAIREnumerated_Domain_Value_Definition: PCR value 61-84

Enumerated_Domain:Enumerated_Domain_Value: GOODEnumerated_Domain_Value_Definition: PCR value 85-94

Enumerated_Domain:Enumerated_Domain_Value: EXCELLENTEnumerated_Domain_Value_Definition: PCR value 95-100

Attribute:Attribute_Label: BICA_SEG_IAttribute_Definition: Indicates whether feature has been edited for graphic purposes. Attribute_Domain_Values:

Enumerated_Domain:Enumerated_Domain_Value: 1Enumerated_Domain_Value_Definition: Edit has been made to feature for graphic purposes

Enumerated_Domain:Enumerated_Domain_Value: 0Enumerated_Domain_Value_Definition: No edit made to feature.

Attribute:Attribute_Label: ID

Attribute:Attribute_Label: RTE_NO

Attribute:Attribute_Label: BMP

Attribute:Attribute_Label: EMP

Attribute:Attribute_Label: PCR

Attribute:Attribute_Label: PCR_RATE

Attribute:Attribute_Label: RT_LENGTH

Attribute:Attribute_Label: PCRMI

Attribute:Attribute_Label: PCR_RATEMI

Attribute:Attribute_Label: PCR_RATEAV

Attribute:Attribute_Label: PCRAV

Attribute:Attribute_Label: TSR_EDIT

Distribution_Information:Resource_Description: Downloadable DataStandard_Order_Process:

Page 4 of 5bica_seg


Digital_Form:Digital_Transfer_Information:

Transfer_Size: 0.016

Metadata_Reference_Information:Metadata_Date: 20060124Metadata_Contact:

Contact_Information:Contact_Organization_Primary:

Contact_Organization: EFLHD SterlingContact_Person: Dan VanGilder


Address_Type: mailing and physical addressCity: SterlingState_or_Province: VirginiaPostal_Code: 20166Country: United States


Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial MetadataMetadata_Standard_Version: FGDC-STD-001-1998Metadata_Time_Convention: local timeMetadata_Extensions:

Online_Linkage: <http://www.esri.com/metadata/esriprof80.html>Profile_Name: ESRI Metadata Profile

Generated by mp version 2.7.33 on Tue Jan 24 09:54:55 2006

Page 5 of 5bica_seg


bica_mi_ptMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: bica_mi_ptGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Mile Points Purpose: Road Inventory ProgramSupplemental_Information:

Data created by The TSR Group from GPS coordinates provided in the PMS_20 table. All attributes found in the PMS_20 table are found on the miles points.




Progress: Complete Maintenance_and_Update_Frequency: Not Available



Keywords:Theme:


Access_Constraints: None

Page 1 of 10bica_mi_pt

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_mi_pt_md....

Use_Constraints: Redistribution needs permission from EFLHD/NPSPoint_of_Contact:


Contact_Person: Dan VanGilderContact_Organization: EFLHD Sterling






Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for mile pointsLineage:



SDTS_Terms_Description:SDTS_Point_and_Vector_Object_Type: Entity pointPoint_and_Vector_Object_Count: 54



Geodetic_Model:Horizontal_Datum_Name: North American Datum of 1927Ellipsoid_Name: Clarke 1866Semi-major_Axis: 6378206.400000



Denominator_of_Flattening_Ratio: 294.978698


Entity_Type:Entity_Type_Label: bica_mi_pt





Attribute_Label: RIP_CYCLE Attribute_Definition: 3, for data collection cycle 3Attribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: STATE Attribute_Definition: State where route is locatedAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: PARK_ALPHAAttribute_Definition: Park alpha codeAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: PARK_NOAttribute_Definition: Park numeric codeAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: RTE_NOAttribute_Definition: Route numberAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: FUNCT_CLASAttribute_Definition: Route functional classAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: DIRECTION Attribute_Definition: Survey lane: PRI (primary) or OPP (opposite)Attribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: BEG_MP



Attribute_Definition: MP at end of road interval described by database record Attribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: END_MPAttribute_Definition: MP at end of road interval described by database record Attribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: INT_LENGTHAttribute_Definition: Length of road interval as aggregated from data tableAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RTE_LENGTHAttribute_Definition: Collected route lengthAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: NO_LANES Attribute_Definition: Number of lanes in routeAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: LANE_NOAttribute_Definition: Data collection laneAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: WX_LANE_WIAttribute_Definition: WiseCrax (crack detection software) analysis widthAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: LANE_WIDTHAttribute_Definition: Width of laneAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: PAVE_WIDTHAttribute_Definition: Full pavement widthAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: SHLD_WIDTHAttribute_Definition: Left shouler widthAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: SHLD_WID_1Attribute_Definition: Right shoulder widthAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: SHLD_COND_Attribute_Definition: Left shoulder conditionAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: SHLD_COND1Attribute_Definition: Right shoulder conditionAttribute_Definition_Source: ARAN Data Collection

Attribute:



Attribute_Label: DRAIN_COND Attribute_Definition: Left drainage conditionAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: DRAIN_CO_1Attribute_Definition: Right drainage conditionAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: SURF_TYPEAttribute_Definition: Surface type of routeAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: PCRAttribute_Definition: Pavement Condition RatingAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RCIAttribute_Definition: Roughness Condition Index; -1 if invalid IRIAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: SCRAttribute_Definition: Surface Condition RatingAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: IRI_AVG Attribute_Definition: Average IRIAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: IRI_SD Attribute_Definition: IRI Standard DeviationAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: IRI_L Attribute_Definition: Left wheel path IRIAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: IRI_R Attribute_Definition: Rigth wheel path IRIAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: IRI_FLAG Attribute_Definition: -1 if invalid IRI dataAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_INDEX Attribute_Definition: Rut indexAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_AVG Attribute_Definition: Average rut depth of both wheelpathsAttribute_Definition_Source: Contractor Post-processing



Attribute:Attribute_Label: RUT_MAX Attribute_Definition: Maximum rut depth of both wheelpathsAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_SDAttribute_Definition: Rut depth standard deviationAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_LOW Attribute_Definition:

Percent of low severity ruts (on a 0-200% scale) in both wheelpathsAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_MED Attribute_Definition:

Percent of medium severity ruts (on a 0-200% scale) in both wheelpaths Attribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: RUT_HIAttribute_Definition:

Percent of high severity ruts (on a 0-200% scale) in both wheelpathsAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: XFALLAttribute_Definition: Cross fall at start of road intervalAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: GRADEAttribute_Definition: Grade at start of road interval Attribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: AC_INDEXAttribute_Definition: Alligator cracking indexAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: AC_LOWAttribute_Definition:

Percent of WiseCrax measured lane area with low-severity alligator crackingAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: AC_MEDAttribute_Definition:

Percent of WiseCrax measured lane area with medium-severity alligator cracking

Attribute_Definition_Source: Contractor Post-processingAttribute:

Attribute_Label: AC_HIAttribute_Definition:

Percent of WiseCrax measured lane area with high-severity alligator crackingAttribute_Definition_Source: Contractor Post-processing



Attribute:Attribute_Label: LC_INDEXAttribute_Definition: Longitudinal cracking indexAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: LC_LOWAttribute_Definition:

Low-severity longitudinal cracking in lane as a percentage of road interval length


Attribute_Label: LC_MEDAttribute_Definition:

Medium-severity longitudinal cracking in lane as a percentage of road interval length


Attribute_Label: LC_HIAttribute_Definition:

High-severity longitudinal cracking in lane as a percentage of road interval length


Attribute_Label: TC_INDEXAttribute_Definition: Transverse cracking indexAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: TC_LOWAttribute_Definition:

Count of low-severity transverse cracks, where one crack unit equals the WiseCrax measured land width


Attribute_Label: TC_MEDAttribute_Definition:

Count of medium-severity transverse cracks, where one crack unit equals the WiseCrax measured land width


Attribute_Label: TC_HIAttribute_Definition:

Count of high-severity transverse cracks, where one crack unit equals the WiseCrax measured land width


Attribute_Label: PATCH_INDEAttribute_Definition: Patching indexAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: PATCHING Attribute_Definition: Percent of WiseCrax measured lane area affected by patching




Attribute_Label: GPS_LAT Attribute_Definition: Latitude coordinateAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: GPS_LON Attribute_Definition: Longitude coordinateAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: GPS_ELEV Attribute_Definition: ElevationAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: GPS_MODE Attribute_Definition: GPS mode during collectionAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: VIDEOAttribute_Definition: Removable USB video hard drive numberAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: IMAGE Attribute_Definition: Filename of .jpg image showing road intervalAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: SPEEDAttribute_Definition: Average ARAN speed during data collectionAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: BRIDGE_FLA Attribute_Definition: Flag indicating presence of bridge in intervalAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: CONSTR_FLAAttribute_Definition: Flag indicating construction in intervalAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: LANEDEV_FLAttribute_Definition: Flag indicating lane deviation in intervalAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: DATE Attribute_Definition: Data collection dateAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: NODISTRESSAttribute_Definition: Flag indicating absence of pavement distressAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: FILENAME



Attribute_Definition: Filename of raw data filesAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: SECTION Attribute_Definition: route section IDAttribute_Definition_Source: Route ID Meeting / ARAN Data Collection

Attribute:Attribute_Label: FKEYAttribute_Definition: Unique record IDAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: VISI_FROMAttribute_Definition: Raw MP of first video frame in sectionAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: VISI_TO Attribute_Definition: Raw MP of last video frame in sectionAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: IDKEY Attribute_Definition: Unique record ID used by VisiDataAttribute_Definition_Source: Contractor Post-processing

Attribute:Attribute_Label: MP_REFAttribute_Definition: Range of mileage to play in VisiDataAttribute_Definition_Source: Contractor Post-processing








Address_Type: mailing and physical addressAddress: 21400 Ridgetop CircleCity: SterlingState_or_Province: Virginia



Postal_Code: 20166Country: United States







bica_mrl_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: Published MaterialsTitle: bica_mrl_03_mapGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Copy of Manually Rated Roads - LinesPurpose: Road Inventory ProgramSupplemental_Information:

This shapefile is a copy of the source manually rated lines shapefile. The features are edited as needed for graphic purposes.


Single_Date/Time:Calendar_Date: 10/29/1999





Keywords:Theme:



Page 1 of 4bica_mrl_03_map

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_mrl_03_ma...









Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for parking areasLineage:











Entity_Type:Entity_Type_Label: bica_mrl_03_mapEntity_Type_Definition_Source: GPS


Enumerated_Domain:Unrepresentable_Domain:

Sequential unique whole numbers that are automatically generated.Attribute:

Attribute_Label: ShapeAttribute_Definition: Feature geometry.Attribute_Definition_Source: ESRIAttribute_Domain_Values:


Attribute_Label: PARK_ALPHAAttribute_Definition: Park alpha codeAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: RTE_NOAttribute_Definition: Route NumberAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: RTE_NAMEAttribute_Definition: Route NameAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: SECTION_Attribute_Definition: Route Section IDAttribute_Definition_Source: Route ID Meeting / ARAN Data Collection


Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition ratingAttribute_Domain_Values:

Attribute:Attribute_Label: COMMENTAttribute_Definition: Field comment

Attribute:



Attribute_Label: GPS_DATE Attribute_Definition: Date of GPS Collection

Attribute:Attribute_Label: DATAFILE

Attribute:Attribute_Label: PAVE_WIDTHAttribute_Definition: Width of the paved area

Attribute:Attribute_Label: PAVED_MIAttribute_Definition: Calculated paved miles















bica_mrl_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: Published MaterialsTitle: bica_mrl_03Geospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Manually Rated Roads - LinesPurpose: Road Inventory Program







Keywords:Theme:



Contact_Information:

Page 1 of 4bica_mrl_03

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_mrl_03_md...

Contact_Person_Primary:Contact_Person: Dan VanGilderContact_Organization: EFLHD












Geodetic_Model:Horizontal_Datum_Name: North American Datum of 1927Ellipsoid_Name: Clarke 1866Semi-major_Axis: 6378206.400000Denominator_of_Flattening_Ratio: 294.978698




Entity_Type:Entity_Type_Label: bica_mrl_03Entity_Type_Definition_Source: GPS


Enumerated_Domain:Unrepresentable_Domain:

Sequential unique whole numbers that are automatically generated.Attribute:

Attribute_Label: ShapeAttribute_Definition: Feature geometry.Attribute_Definition_Source: ESRIAttribute_Domain_Values:





Attribute:Attribute_Label: SECTION_Attribute_Definition: Route Section IDAttribute_Definition_Source: Route ID Meeting / ARAN Data Collection


Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition ratingAttribute_Domain_Values:


Attribute:Attribute_Label: GPS_DATE Attribute_Definition: Date of GPS Collection




Attribute:Attribute_Label: PAVE_WIDTHAttribute_Definition: Width of the paved area

Attribute:Attribute_Label: PAVED_MIAttribute_Definition: Calculated paved miles















bica_mrp_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: bica_mrp_03_mapGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Manually Rated Roads - PolygonsPurpose: Road Inventory Program







Keywords:Theme:


Access_Constraints: NoneUse_Constraints: NonePoint_of_Contact:


Page 1 of 4bica_mrp_03_map

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_mrp_03_m...







Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for manually rated roads.Lineage:



SDTS_Terms_Description:SDTS_Point_and_Vector_Object_Type: G-polygonPoint_and_Vector_Object_Count: 3







Entity_Type:Entity_Type_Label: bica_mrp_03_map








Attribute:Attribute_Label: SECTION_Attribute_Definition: Route section ID

Attribute:Attribute_Label: SURF_TYPEAttribute_Definition: Surface type of route

Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition rating


Attribute:Attribute_Label: GPS_DATE Attribute_Definition: Date of GPS collection


Attribute:Attribute_Label: SQ_FTAttribute_Definition: Area of manually rated road in squre feet



bica_mrp_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: bica_mrp_03Geospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Manually Rated Roads - PolygonsPurpose: Road Inventory Program







Keywords:Theme:


Access_Constraints: NoneUse_Constraints: NonePoint_of_Contact:


Page 1 of 4bica_mrp_03








Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for manually rated roads.Lineage:










Entity_Type:Entity_Type_Label: bica_mrp_03








Attribute:Attribute_Label: SECTION_Attribute_Definition: Route section ID

Attribute:Attribute_Label: SURF_TYPEAttribute_Definition: Surface type of route

Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition rating




Attribute:Attribute_Label: SQ_FTAttribute_Definition: Area of manually rated road in squre feet



bica_nonnpsMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: bica_nonnpsGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: non-NPS roadsPurpose: Road Inventory ProgramSupplemental_Information:

Data created by The TSR Group from heads-up digitizing of roads representing non-NPS roads for graphic purposes







Keywords:Theme:



Page 1 of 4bica_nonnps

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_nonnps_md...









Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for non-NPS roads Lineage:

Source_Information:Type_of_Source_Media: Heads-up digitized










Entity_Type:Entity_Type_Label: bica_nonnps





Attribute_Label: IdAttribute_Definition: Name of road if available

Attribute:Attribute_Label: Name








Address_Type: mailing and physical addressAddress: 21400 Ridgetop CircleCity: SterlingState_or_Province: Virginia



Postal_Code: 20166Country: United States







bica_pkg_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: bica_pkg_03_mapGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Copy of Parking AreasPurpose: Road Inventory ProgramSupplemental_Information:

This shapefile is a copy of the source parking shapefile. The features are edited as needed for graphic purposes.







Keywords:Theme:



Page 1 of 4bica_pkg_03_map

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_pkg_03_ma...



Entity_Type:Entity_Type_Label: bica_pkg_03_map







Attribute:Attribute_Label: RTE_NAMEAttribute_Definition: Route nameAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: FEATURE

Attribute:Attribute_Label: SURF_TYPEAttribute_Definition: Surface type of routeAttribute_Domain_Values:

Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition rating for route

Attribute:Attribute_Label: PHOTOSAttribute_Definition: Photo filename associated with feature






Attribute:Attribute_Label: SQ_FTAttribute_Definition: Feature area in square feet















bica_pkg_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: bica_pkg_03Geospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Parking AreasPurpose: Road Inventory Program







Keywords:Theme:




Page 1 of 4bica_pkg_03

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_pkg_03_m...


Entity_Type:Entity_Type_Label: bica_pkg_03







Attribute:Attribute_Label: RTE_NAMEAttribute_Definition: Route nameAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: FEATURE

Attribute:Attribute_Label: SURF_TYPEAttribute_Definition: Surface type of routeAttribute_Domain_Values:

Attribute:Attribute_Label: CONDITIONAttribute_Definition: Condition rating for route

Attribute:Attribute_Label: PHOTOSAttribute_Definition: Photo filename associated with feature




Attribute:Attribute_Label: SQ_FT



Attribute_Definition: Feature area in square feet















bica_miMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: bica_miGeospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: RoutesPurpose: Road Inventory ProgramSupplemental_Information:

Data created by The TSR Group from GPS coordinates provided in the PMS_20 table. The shapefile is processed to aggregate adjacent segments with the same PCR rating provided in the PMS_mile table.







Keywords:Theme:


Page 1 of 5bica_mi

1/24/2006file://J:\FHWA_RoadInvProg\Data\Park_Report\BICA_1320\Section_10\bica_mi_md.htm

Access_Constraints: NoneUse_Constraints: Redistribution meeds permission from EFLHD/NPSPoint_of_Contact:








Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for routesLineage:






Geodetic_Model:Horizontal_Datum_Name: North American Datum of 1927Ellipsoid_Name: Clarke 1866

Page 2 of 5bica_mi


Semi-major_Axis: 6378206.400000Denominator_of_Flattening_Ratio: 294.978698


Entity_Type:Entity_Type_Label: bica_mi





Attribute_Label: FNODE_Attribute_Definition: Length of featureAttribute_Definition_Source: ESRI

Attribute:Attribute_Label: TNODE_

Attribute:Attribute_Label: LPOLY_ Attribute_Definition: Route numberAttribute_Definition_Source: Route ID Meeting

Attribute:Attribute_Label: RPOLY_Attribute_Definition: Collected route lengthAttribute_Definition_Source: ARAN Data Collection

Attribute:Attribute_Label: LENGTHAttribute_Definition: Numeric PCR definitionAttribute_Domain_Values:

Range_Domain:Range_Domain_Minimum: 0Range_Domain_Maximum: 100

Attribute:Attribute_Label: BICA_MI_Attribute_Definition: Verbal PCR definitionAttribute_Domain_Values:

Enumerated_Domain:Enumerated_Domain_Value: POOREnumerated_Domain_Value_Definition: PCR value <= 60

Enumerated_Domain:

Page 3 of 5bica_mi


Enumerated_Domain_Value: FAIREnumerated_Domain_Value_Definition: PCR value 61-84

Enumerated_Domain:Enumerated_Domain_Value: GOODEnumerated_Domain_Value_Definition: PCR value 85-94

Enumerated_Domain:Enumerated_Domain_Value: EXCELLENTEnumerated_Domain_Value_Definition: PCR value 95-100

Attribute:Attribute_Label: BICA_MI_IDAttribute_Definition: Indicates whether feature has been edited for graphic purposes. Attribute_Domain_Values:

Enumerated_Domain:Enumerated_Domain_Value: 1Enumerated_Domain_Value_Definition: Edit has been made to feature for graphic purposes

Enumerated_Domain:Enumerated_Domain_Value: 0Enumerated_Domain_Value_Definition: No edit made to feature.

Attribute:Attribute_Label: ID

Attribute:Attribute_Label: RTE_NO

Attribute:Attribute_Label: BMP

Attribute:Attribute_Label: EMP

Attribute:Attribute_Label: PCR

Attribute:Attribute_Label: PCR_RATE

Attribute:Attribute_Label: RT_LENGTH

Attribute:Attribute_Label: PCRMI

Attribute:Attribute_Label: PCR_RATEMI

Attribute:Attribute_Label: PCR_RATEAV

Attribute:Attribute_Label: PCRAV

Attribute:Attribute_Label: TSR_EDIT



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Address_Type: mailing and physical addressCity: SterlingState_or_Province: VirginiaPostal_Code: 20166Country: United States





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bica 1320 report · paved mrr lane miles 4.13 10/8/2001 parking lot lane miles 15.09 10/8/2001...

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