caco 1730 report...fhwa awarded projects surface maintenance $30,000 excellent fhwa awarded projects...

The Road Inventoryof

Cape Cod National Seashore CACO - 1730

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

Boston

Concord

Hartford

Providence

Cape Cod National Seashorein

Massachusettes

Cape Cod National Seashore

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 – 7

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

Cape Cod National Seashore Summaries

Overall Park Mileage Summary

TOTAL DATE

16.59 12/12/2001

Unpaved Estimated Route Miles 1.40 12/12/2001

Paved ARAN and Unpaved Route Miles 17.99

Paved ARAN Driven Lane Miles 32.45 12/12/2001

Paved MRR Lane Miles 2.84 12/12/2001

Parking Lot Lane Miles 30.69 12/12/2001

Total Paved Lane Miles 65.98

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

Excellent 0.22

Estimated Cost to Improve

$6,600

$151,800

$3,869,600

1.38Good

Fair 6.91

Poor $12,443,200

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

8.08

16.59 $16,471,200

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).

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 5.53 33.33% 6.39 38.52% 1.37 8.26% 0.18 1.08% 13.4723 1.36 8.20% 0.39 2.35% 0.01 0.06% 1.7645 0.46 2.77% 0.08 0.48% 0.546 0.73 4.40% 0.05 0.30% 0.04 0.24% 0.8278

Totals 8.08 48.70% 6.91 41.65% 1.38 8.32% 0.22 1.33% 16.59

2-3

12

3

4

5

3-1

Park Owned Routes

Cape Cod National SeashoreRoute Location

Key Map

3 0 31.5Miles

Rte 0014

Rte

0015

Rte 0017

Rte 0018

Rte 0209

Rte 0929

Rte 0901

Rte 0900Rte 0925

Rte 0904

Rte 0902Rte 0928

Rte 0903

3-2


Area Map 1

0.5 0 0.50.25Miles

Unique colors used to differentiate routes

Rte 0206

Rte 0205

Rte 0927

Rte 0905B

Rte 0905A

3-3


Area Map 2

0.25 0 0.250.125Miles


Rte 0020Rte 0227

Rte 0232

Rte 02

30

Rte

023

1

Rte 0230B

Rte 0230A

Rte 0938Rte 0941

Rte 0942

Rte 0939C

Rte 0935A

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939B

Rte 0935B

Rte 0939A

Rte 0943

Rte 0937C

3-4


Area Map 3

0.25 0 0.250.125Miles


Rte 0012

Rte

0013

Rte 0204Rte 0403Rte 0402

Rte 0906

Rte 0909

Rte 0907

Rte 0908

Rte 0926Rte 0917Rte 0918

Rte 0910

3-5


Area Map 4

0.25 0 0.250.125Miles


Rte 0914

Rte 0919

Rte 0912

Rte 0913

Rte 0931

Rte 0911BRte 0911A

Rte 0019Rte 0011

Rte 0010

Rte 0223

Rte 0201

Rte 0211

Rte 0200Rte 0915Rte 0916

3-6


Area Map 5

0.5 0 0.50.25Miles


12

3

4

5

3-7

Cape Cod National SeashoreRoute Condition Key Map

PCR - Mile by Mile

3 0 31.5Miles

* 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)

Rte 0014

Rte

0015

Rte 0017

Rte 0018

Rte 0209

Rte 0929

Rte 0901

Rte 0900Rte 0925

Rte 0904

Rte 0902Rte 0928

Rte 0903

3-8

Cape Cod National SeashoreRoute Condition Area Map 1

PCR - Mile by Mile

0.5 0 0.50.25Miles



Rte 0206

Rte 0205

Rte 0927

Rte 0905B

Rte 0905A

3-9


PCR - Mile by Mile

0.25 0 0.250.125Miles



Rte 0020Rte 0227

Rte 0232

Rte 02

30

Rte

023

1

Rte 0230B

Rte 0230A

Rte 0938Rte 0941

Rte 0942

Rte 0939C

Rte 0935A

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939B

Rte 0935B

Rte 0939A

Rte 0943

Rte 0937C

3-10


PCR - Mile by Mile

0.25 0 0.250.125Miles



Rte 0012

Rte

0013

Rte 0204Rte 0403

Rte 0402

Rte 0906

Rte 0909

Rte 0907

Rte 0908

Rte 0926Rte 0917Rte 0918

Rte 0910

3-11


PCR - Mile by Mile

0.25 0 0.250.125Miles



Rte 0914

Rte 0919

Rte 0912

Rte 0931

Rte 0911BRte 0911A

Rte 0019Rte 0011

Rte 0010

Rte 0223

Rte 0201

Rte 0211

Rte 0916 Rte 0915Rte 0200

Rte 0913

3-12


PCR - Mile by Mile

0.5 0 0.50.25Miles



1

0

Rte 0010

Rte 0914

Rte 0913Rte 0911BRte 0911A

Rte 0931



Northeast RegionCACO : Cape Cod National Seashore

ROUTE: 0010 DOANE ROAD TOTAL LENGTH: 1.01 MilesSection Number 0 1Section Length (mi) 1.00 0.01AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2 2Paved Width (ft) 19 19Lane Width (ft) 10 10Shoulder Width (ft) 0 0

Roadway Condition InformationPCR (Pavement Condition Rating) 38 53RCI (Roughness Condition Index) 63 58SCR (Surface Condition Rating) 24 50

Alligator Cracking Index 73 100Rutting Index 48 50Patching Index 100 100Tranverse Cracking Index 91 100Longitudinal Cracking Index 96 100

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

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

RO

UTE

: 001

0 D

OA

NE

RO

AD

0Rte 0011 Rte 0912




ROUTE: 0011 CABLE ROAD TOTAL LENGTH: 0.93 MilesSection Number 0Section Length (mi) 0.93AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2Paved Width (ft) 18Lane Width (ft) 9Shoulder Width (ft) 1

Roadway Condition InformationPCR (Pavement Condition Rating) 61RCI (Roughness Condition Index) 89SCR (Surface Condition Rating) 46

Alligator Cracking Index 96Rutting Index 58Patching Index 100Tranverse Cracking Index 94Longitudinal Cracking Index 97

Shoulder Condition Rating GOODDrainage Condition Rating GOOD


RO

UTE

: 001

1 C

AB

LE R

OA

D

1

0

Rte

001

2

Rte 0906

Rte 0908




ROUTE: 0012 MARCONI BEACH ROAD TOTAL LENGTH: 1.62 MilesSection Number 0 1Section Length (mi) 1.00 0.62AADT **SADT **ADT Date **




Shoulder Condition Rating POOR POORDrainage Condition Rating POOR POOR


RO

UTE

: 001

2 M

AR

CO

NI B

EAC

H R

OA

D

0

Rte

0013

Rte 0909

Rte 0907

Rte 0908

Rte 0917Rte 0926

Rte 0909

Rte 0910Rte 0918




ROUTE: 0013 MARCONI SITE ROAD TOTAL LENGTH: 0.97 MilesSection Number 0Section Length (mi) 0.97AADT **SADT **ADT Date **




Shoulder Condition Rating N/ADrainage Condition Rating POOR


RO

UTE

: 001

3 M

AR

CO

NI S

ITE

RO

AD

1

0

Rte 0014

Rte 0902

Rte 0901

Rte 0900Rte 0925

Rte 0903

Rte 0904

Rte 0928




ROUTE: 0014 RACE POINT ROAD TOTAL LENGTH: 1.96 MilesSection Number 0 1Section Length (mi) 1.00 0.96AADT **SADT **ADT Date **




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


RO

UTE

: 001

4 R

AC

E PO

INT

RO

AD

2

1

0

Rte

0015

Rte 0901

Rte 0929

Rte 0900

Rte 0904




ROUTE: 0015 PROVINCE LANDS ROAD TOTAL LENGTH: 2.29 MilesSection Number 0 1 2Section Length (mi) 1.00 1.00 0.29AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2 2 2Paved Width (ft) 18 18 21Lane Width (ft) 9 10 11Shoulder Width (ft) 3 0 2

Roadway Condition InformationPCR (Pavement Condition Rating) 72 69 70RCI (Roughness Condition Index) 99 98 91SCR (Surface Condition Rating) 57 49 58

Alligator Cracking Index 99 95 100Rutting Index 59 56 68Patching Index 100 100 100Tranverse Cracking Index 99 98 96Longitudinal Cracking Index 98 98 93

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


RO

UTE

: 001

5 P

RO

VIN

CE

LAN

DS

RO

AD

0 Rte 0017

Rte 0929




ROUTE: 0017 MOORS ROAD TOTAL LENGTH: 0.93 MilesSection Number 0Section Length (mi) 0.93AADT **SADT **ADT Date **






RO

UTE

: 001

7 M

OO

RS

RO

AD

0

Rte 0929

Rte 0018




ROUTE: 0018 STATE ROUTE 6 TOTAL LENGTH: 0.35 MilesSection Number 0Section Length (mi) 0.35AADT **SADT **ADT Date **






RO

UTE

: 001

8 S

TATE

RO

UTE

6

2

1

0

Rte 0914

Rte 0919

Rte 0911B

Rte 0931

Rte 0911A

Rte 0019




ROUTE: 0019 NAUSET ROAD TOTAL LENGTH: 2.88 MilesSection Number 0 1 2Section Length (mi) 1.00 1.00 0.88AADT **SADT **ADT Date **

Cross Section InformationNumber of Lanes 2 2 2Paved Width (ft) 20 20 19Lane Width (ft) 10 10 10Shoulder Width (ft) 0 0 0

Roadway Condition InformationPCR (Pavement Condition Rating) 54 67 36RCI (Roughness Condition Index) 86 83 67SCR (Surface Condition Rating) 36 56 21

Alligator Cracking Index 87 94 64Rutting Index 61 67 55Patching Index 100 100 99Tranverse Cracking Index 95 97 90Longitudinal Cracking Index 92 96 92

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


RO

UTE

: 001

9 N

AU

SET

RO

AD

0

Rte 0938

Rte 0941

Rte 0922

Rte 0937BRte 0937A Rte 0940

Rte 0939C

Rte 0943

Rte 0939B

Rte 0935ARte 0935B

Rte 0939A

Rte 0937CRte 0020




ROUTE: 0020 OLD DEWLINE ROAD TOTAL LENGTH: 0.53 MilesSection Number 0Section Length (mi) 0.53AADT **SADT **ADT Date **




Shoulder Condition Rating N/ADrainage Condition Rating GOOD


RO

UTE

: 002

0 O

LD D

EWLI

NE

RO

AD

0 Rte 0916 Rte 0915

Rte 0200




ROUTE: 0200 FORT HILL AREA ROAD TOTAL LENGTH: 0.29 MilesSection Number 0Section Length (mi) 0.29AADT **SADT **ADT Date **






RO

UTE

: 020

0 F

OR

T H

ILL

AR

EA R

OA

D

0

Rte 0914

Rte 0913Rte 0911B

Rte 0911A

Rte 0931

Rte 0201




ROUTE: 0201 DOANE ROCK PICNIC AREA ROAD TOTAL LENGTH: 0.13 MilesSection Number 0Section Length (mi) 0.13AADT **SADT **ADT Date **






RO

UTE

: 020

1 D

OA

NE

RO

CK

PIC

NIC

AR

EA R

OA

D

0

Rte 0909

Rte 0907

Rte 0908

Rte 0917

Rte 0926Rte 0910 Rte 0909Rte 0918 Rte 0204




ROUTE: 0204 MARCONI EMPLOYEE PARKING ROAD TOTAL LENGTH: 0.17 MilesSection Number 0Section Length (mi) 0.17AADT **SADT **ADT Date **






RO

UTE

: 020

4 M

AR

CO

NI E

MPL

OYE

E PA

RK

ING

RO

AD

0

Rte 0205

Rte 0927




ROUTE: 0205 HEAD OF THE MEADOW BEACH ROAD TOTAL LENGTH: 0.12 MilesSection Number 0Section Length (mi) 0.12AADT **SADT **ADT Date **






RO

UTE

: 020

5 H

EAD

OF

THE

MEA

DO

W B

EAC

H R

OA

D

0

Rte 0206

Rte 0905BRte 0905A

Rte 0905BRte 0905A




ROUTE: 0206 PILGRIM HEIGHTS ROAD TOTAL LENGTH: 0.87 MilesSection Number 0Section Length (mi) 0.87AADT **SADT **ADT Date **






RO

UTE

: 020

6 P

ILG

RIM

HEI

GH

TS R

OA

D

0

Rte 0209

Rte 0902Rte 0928 Rte 0903




ROUTE: 0209 RACE POINT COAST GUARD STATION ROAD TOTAL LENGTH: 0.15 MilesSection Number 0Section Length (mi) 0.15AADT **SADT **ADT Date **






RO

UTE

: 020

9 R

AC

E PO

INT

CO

AST

GU

AR

D S

TATI

ON

RO

AD

0Rte 0211

Rte 0912




ROUTE: 0211 NAUSET LIGHT BEACH ACCESS ROAD TOTAL LENGTH: 0.06 MilesSection Number 0Section Length (mi) 0.06AADT **SADT **ADT Date **


Roadway Condition InformationPCR (Pavement Condition Rating) 53RCI (Roughness Condition Index) NCSCR (Surface Condition Rating) 53




RO

UTE

: 021

1 N

AU

SET

LIG

HT

BEA

CH

AC

CES

S R

OA

D

0

Rte 0914

Rte 0911B

Rte 0911A

Rte 0931

Rte 0919




ROUTE: 0223 MACPHERSON WAY TOTAL LENGTH: 0.14 MilesSection Number 0Section Length (mi) 0.14AADT **SADT **ADT Date **






RO

UTE

: 022

3 M

AC

PHER

SON

WA

Y

0

Rte 0938

Rte 0941 Rte 0942

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939CRte 0939B

Rte 0935ARte 0935B

Rte 0939A

Rte 0943

Rte 0937C

Rte 0227




ROUTE: 0227 NTAFS LANDING ROAD TOTAL LENGTH: 0.19 MilesSection Number 0Section Length (mi) 0.19AADT **SADT **ADT Date **




Shoulder Condition Rating N/CDrainage Condition Rating GOOD


RO

UTE

: 022

7 N

TAFS

LA

ND

ING

RO

AD

0

Rte 02

30

Rte 0938

Rte 0941

Rte 0942

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939CRte 0939B

Rte 0935ARte 0935B

Rte 0939A

Rte 0943

Rte 0937C




ROUTE: 0230 NTAFS RESIDENCE ACCESS ROAD TOTAL LENGTH: 0.34 MilesSection Number 0Section Length (mi) 0.34AADT **SADT **ADT Date **






RO

UTE

: 023

0 N

TAFS

RES

IDEN

CE

AC

CES

S R

OA

D

0Rte 0230A

Rte 0938

Rte 0941

Rte 0942

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939CRte 0939B

Rte 0935ARte 0935B

Rte 0939A

Rte 0943

Rte 0937C




ROUTE: 0230A NTAFS RESIDENCE STREET A TOTAL LENGTH: 0.05 MilesSection Number 0Section Length (mi) 0.05AADT **SADT **ADT Date **






RO

UTE

: 023

0A N

TAFS

RES

IDEN

CE

STR

EET

A

0Rte 0230B

Rte 0938

Rte 0941

Rte 0942

Rte 0922

Rte 0937BRte 0937A

Rte 0940

Rte 0939CRte 0939B

Rte 0935ARte 0935B

Rte 0939A

Rte 0943

Rte 0937C




ROUTE: 0230B NTAFS RESIDENCE STREET B TOTAL LENGTH: 0.05 MilesSection Number 0Section Length (mi) 0.05AADT **SADT **ADT Date **






RO

UTE

: 023

0B N

TAFS

RES

IDEN

CE

STR

EET

B

0

Rte

0231

Rte 0938

Rte 0941

Rte 0942

Rte 0922

Rte 0937B

Rte 0937ARte 0940

Rte 0939CRte 0939B

Rte 0935A

Rte 0935BRte 0939A

Rte 0943

Rte 0937C




ROUTE: 0231 NAC LABORATORY ACCESS ROAD TOTAL LENGTH: 0.12 MilesSection Number 0Section Length (mi) 0.12AADT **SADT **ADT Date **






RO

UTE

: 023

1 N

AC

LA

BO

RA

TOR

Y A

CC

ESS

RO

AD

0Rte 0232

Rte 0938

Rte 0941

Rte 0942

Rte 0922Rte 0937B

Rte 0937ARte 0940

Rte 0939C

Rte 0939B

Rte 0935A

Rte 0935BRte 0939A

Rte 0943

Rte 0937C




ROUTE: 0232 NTAFS ACCESS ROAD TOTAL LENGTH: 0.19 MilesSection Number 0Section Length (mi) 0.19AADT **SADT **ADT Date **






RO

UTE

: 023

2 N

TAFS

AC

CES

S R

OA

D

0

Rte 0402

Rte 0909

Rte 0908Rte 0917

Rte 0926

Rte 0909

Rte 0907

Rte 0910Rte 0918




ROUTE: 0402 MARCONI RESIDENCE ROAD TOTAL LENGTH: 0.13 MilesSection Number 0Section Length (mi) 0.13AADT **SADT **ADT Date **






RO

UTE

: 040

2 M

AR

CO

NI R

ESID

ENC

E R

OA

D

0Rte

0403

Rte 0909

Rte 0908Rte 0917

Rte 0926Rte 0909

Rte 0907

Rte 0910Rte 0918




ROUTE: 0403 MARCONI MAINTENANCE AREA ROAD TOTAL LENGTH: 0.12 MilesSection Number 0Section Length (mi) 0.12AADT **SADT **ADT Date **






RO

UTE

: 040

3 M

AR

CO

NI M

AIN

TEN

AN

CE

AR

EA R

OA

D

Cape Cod National SeashoreRoute 0202

Tomahawk TrailFrom Route 0010 at MP 0.3

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0202 0.59 15.00 47045 0.81 POOR / 45 AS

* Lane miles are based on 11' lane widths

6-1

Rte

0010

Rte 0201Rte 0223

400 0 400200Feet


Coast Guard Beach Shuttle Access RoadFrom Route 0010 at MP 0.94

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0220 0.22 0.00 25371 0.44 FAIR / 73 AS


6-2

Rte 0010

300 0 300150Feet


Coast Guard Beach Shuttle Bus Stop Access RoadFrom Route 0010 at MP 0.41

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0225 0.19 24.00 23950 0.41 NC / -1 AS


6-3

Rte 0010

Rte 0201

200 0 200100Feet


Well RoadFrom Route 0230 at MP 0.02



6-4

Rte 0230

Rte 0227

100 0 10050Feet


Sewage Treatment Parking RoadFrom Route 0227



6-5

Rte 0227

200 0 200100Feet


Ntafs Fuel House RoadFrom Route 0232 at MP 0.15

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0233 0.09 12.00 5386 0.09 POOR / 45 OC


6-6

Rte 0227

Rte 0232

200 0 200100Feet


Pumphouse RoadFrom Route 0013



6-7

Rte 0013

Rte 0204

300 0 300150Feet


Coast Guard Beach Shuttle Pickup RouteFrom Route 0010 at MP 0.43

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0405 0.19 0.00 21907 0.38 GOOD / 90 AS


6-8

Rte 0010

Rte 0201

Rte 0223

300 0150Feet


Province Lands Residence RoadFrom Route 0014 at MP 0.1

Route Length (mi) Width (ft) Area (sq ft) Lane Miles * Condition / PCR Surface Type0407 0.20 19.00 19562 0.34 NC / -1 AS


6-9

Rte 0014

200 0 200100Feet


BEECH FOREST PARKINGFrom Route 0014 at MP 0.14

RoutePublic /

NonPublicDate

Visited Area (sq ft)Lane

Miles *Surface

Type Condition / PCR0900 Public 10/8/2001 45019 0.78 OC GOOD / 90


7-1

Rte 0014

300 0 300150Feet


PROVINCE LANDS VISITOR CENTER PARKINGAdjacent to Route 0014 at MP 1.0

RoutePublic /

NonPublicDate


Miles *Surface



7-2

Rte 0014

Rte 00

15

400 0 400200Feet


RACE POINT BEACH PARKINGAt End of Route 0014

RoutePublic /

NonPublicDate


Miles *Surface



7-3

Rte 0014

Rte 0209

400 0 400200Feet


RACE POINT AIR STATION PARKINGAdjacent to Route 0209 on Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0903 Public 10/8/2001 9723 0.17 OC POOR / 45


7-4

Rte 0014

Rte 0209

300 0 300150Feet


PROVINCE LANDS ROAD PARKINGAdjacent to Route 0015 at MP 0.4

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0904 Public 10/8/2001 4772 0.08 OC FAIR / 73


7-5

Rte 0015

100 0 10050Feet

Cape Cod National SeashoreRoute 0905A

PILGRIM HEIGHTS PICNIC AREA PARKING WESTAdjacent to Route 0206 at MP 0.46 on Left and Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0905A Public 10/8/2001 17433 0.30 OC FAIR / 73


7-6

Rte 0206

150 0 15075Feet

Cape Cod National SeashoreRoute 0905B

PILGRIM HEIGHTS PICNIC AREA PARKING EASTAdjacent to Route 0206 at MP 0.63 on Left and Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0905B Public 10/8/2001 18538 0.32 OC FAIR / 73


7-7

Rte 0206

150 0 15075Feet


MARCONI BEACH PARKINGAt End of Route 0012

RoutePublic /

NonPublicDate


Miles *Surface



7-8

Rte 0012

500 0 500250Feet


MARCONI STATION SITE PARKINGAt End of Route 0013

RoutePublic /

NonPublicDate


Miles *Surface



7-9

Rte 0013

100 0 10050Feet


PARK HEADQUARTERS PARKINGAdjacent to Route 0013

RoutePublic /

NonPublicDate


Miles *Surface



7-10

Rte 0013

200 0 200100Feet


MARCONI MAINTENANCE AREA PARKINGAt End of Route 0403

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0909 NonPublic 10/8/2001 59904 1.03 AS POOR / 45


7-11

Rte 0204Rte 0403

Rte 0402

200 0 200100Feet


MARCONI RESIDENCE ROAD PARKINGAdjacent to Route 0402

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0910 NonPublic 10/8/2001 1332 0.02 OC FAIR / 73


7-12

Rte 0402

50 0 5025Feet


DOANE ROCK PICNIC AREA A PARKINGAdjacent to Route 0201 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0911A Public 10/8/2001 7353 0.13 AS GOOD / 90


7-13

Rte 0201

Rte 0010

100 0 10050Feet


DOANE ROCK PICNIC AREA B PARKINGAt End of Route 0201 on Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0911B Public 10/8/2001 8138 0.14 AS GOOD / 90


7-14

Rte 0201

100 0 10050Feet


NAUSSET LIGHT BEACH PARKINGAt End of Route 0211

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0912 Public 10/8/2001 72108 1.24 AS FAIR / 73


7-15

Rte 0011

Rte 0211

200 0 200100Feet

Rte 0010

Rte 0220

200 0 200100Feet


COAST GUARD BEACH ENVIRONMENTAL EDUCATION CENTER PARKINGAt End of Route 0220

RoutePublic /

NonPublicDate


Miles *Surface



7-16


COAST GUARD BEACH BUS STOP PARKINGAt End of Route 0225

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0914 Public 10/8/2001 180503 3.11 AS GOOD / 90


7-17

Rte 0225

300 0 300150Feet


FORT HILL AREA PARKINGAt End of Route 0200

RoutePublic /

NonPublicDate


Miles *Surface



7-18

Rte 0200

100 0 10050Feet


FORT HILL TRAILHEAD PARKINGAdjacent to Route 0200 on Left

RoutePublic /

NonPublicDate


Miles *Surface



7-19

Rte 0200

100 0 10050Feet


PARK HEADQUARTERS EMPLOYEE PARKINGAdjacent to Route 0204 on Right

RoutePublic /

NonPublicDate


Miles *Surface



7-20

Rte 0204

150 0 15075Feet


OLD VEHICLE STORAGE AREAAdjacent to Route 0204 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0918 NonPublic 10/8/2001 6584 0.11 CO FAIR / 73


7-21

Rte 0204

100 0 10050Feet


SALT POND VISITOR CENTER PARKINGNear end of Route 0019 on Left

RoutePublic /

NonPublicDate


Miles *Surface



7-22

Rte 0019

300 0 300150Feet


NAC LABORATORY PARKINGAt End of Route 0231 on Right

RoutePublic /

NonPublicDate


Miles *Surface



7-23

Rte 0020

Rte

023

1

100 0 10050Feet


PROVINCE LANDS MAINTENANCE PARKINGAdjacent to Route 0407

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0925 NonPublic 10/8/2001 31892 0.55 OC FAIR / 73


7-24

Rte 0014

Rte 0407

200 0 200100Feet


MARCONI EMPLOYEE PARKING ROAD HELIPADAt End of Route 0204

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0926 Public 10/8/2001 9371 0.16 OC POOR / 45


7-25

Rte 0204

100 0 10050Feet


HEAD OF THE MEADOW PARKINGAt End of Route 0205

RoutePublic /

NonPublicDate


Miles *Surface



7-26

Rte 0205

400 0 400200Feet


RACE POINT RANGER STATION PARKINGAt End of Route 0209

RoutePublic /

NonPublicDate


Miles *Surface



7-27

Rte 0209

200 0 200100Feet


HERRING COVE BEACH PARKINGAdjacent to Route 0015

RoutePublic /

NonPublicDate


Miles *Surface



7-28

Rte 0015

Rte 0017

Rte 0018

1,000 0 1,000500Feet


GREAT ISLAND TRAIL AND PICNIC PARKINGAdjacent to Chequesset Neck Road (Wellfleet Town Road)

RoutePublic /

NonPublicDate


Miles *Surface



7-29

Chequ

esse

t Nec

k Rd

200 0 200100Feet


NAUSET RANGER STATION PARKINGAdjacent to Route 0019

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0931 Public 10/8/2001 3943 0.07 AS POOR / 45


7-30

Rte 0019

100 0 10050Feet


OLD DEWLINE ROAD A PARKINGAdjacent to Route 0020 at MP 0.5 on Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0935A Public 10/8/2001 3810 0.07 OC POOR / 45


7-31

Rte 0020

Rte

023

1

100 0 10050Feet


OLD DEWLINE ROAD B PARKINGAdjacent to Route 0020 at MP 0.48 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0935B Public 10/8/2001 3625 0.06 OC POOR / 45


7-32

Rte 0020

Rte

023

1

100 0 10050Feet


NTAFS ACCESS ROAD A PARKINGAdjacent to Route 0232 at MP 0.05 on Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0937A NonPublic 10/8/2001 8146 0.14 OC POOR / 45


7-33

Rte 0232

Rte 0227

Rte 0020

150 0 15075Feet


NTAFS ACCESS ROAD B PARKINGAdjacent to Route 0232 at MP 0.06 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0937B NonPublic 10/8/2001 9616 0.17 OC POOR / 45


7-34

Rte 0232

Rte 0227

Rte 0020

150 0 15075Feet

Cape Cod National SeashoreRoute 0937C

NTAFS ACCESS ROAD C PARKINGAdjacent to Route 0232 at MP 0.12 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0937C NonPublic 10/8/2001 2264 0.04 OC POOR / 45


7-35

Rte 0232

100 0 10050Feet


AIR FORCE MAINTENANCE AREAFrom Route 0232

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0938 NonPublic 10/8/2001 38399 0.66 OC POOR / 45


7-36

Rte 0232

200 0 200100Feet


NTAFS FUEL HOUSE ROAD A PARKINGAdjacent to Route 0233 on Right

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0939A NonPublic 10/8/2001 3125 0.05 OC POOR / 45


7-37

Rte 0232

Rte 0233

100 0 10050Feet


NTAFS FUEL HOUSE ROAD B PARKINGAdjacent to Route 0233 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0939B NonPublic 10/8/2001 4100 0.07 OC POOR / 45


7-38

Rte 0232

Rte 0233

100 0 10050Feet

Cape Cod National SeashoreRoute 0939C

NTAFS FUEL HOUSE ROAD C PARKINGFrom Route 0233 on Left

RoutePublic /

NonPublicDate


Miles *Surface

Type Condition / PCR0939C NonPublic 10/8/2001 8007 0.14 OC POOR / 45


7-39

Rte 0232

Rte 0233

100 0 10050Feet


HEAT PLANT PARKINGAdjacent to Route 0227 and Route 0233

RoutePublic /

NonPublicDate


Miles *Surface



7-40

Rte 0227

Rte 0233

100 0 10050Feet


WATER PLANT PARKINGAdjacent to Route 0227

RoutePublic /

NonPublicDate


Miles *Surface



7-41

Rte 0230Rte 0232

Rte 0227

Rte 0230

Rte 0020

Rte 0228

Rte 0937A

200 0 200100Feet


NTAFS HELIPADAdjacent to Route 0229

RoutePublic /

NonPublicDate


Miles *Surface



7-42150 0 15075

Feet

Rte 02

29


SEWAGE TREATMENT PARKINGFrom Route 0942

RoutePublic /

NonPublicDate


Miles *Surface



7-43

Rte 0942

100 0 10050Feet

Rte 02

29

FEATURE PARK TOTAL UNIT

CACO: PARKWIDE MAINTENANCE FEATURES SUMMARY

BRIDGE 2 EACH

CATTLE GUARD 0 EACH

CULVERT 1 EACH

CURB 6,326 LINEAR FEET

DROP INLET 19 EACH

GUARD WALL 0 LINEAR FEET

GUARDRAIL 438 LINEAR FEET

INTERSECTION 230 EACH

LOW WATER CROSSING 0 EACH

OVERHEAD SIGN 0 EACH

PARK BOUNDARY 3 EACH

PAVED DITCH 0 LINEAR FEET

PULLOUT 2 EACH

RAILROAD CROSSING 0 EACH

RETAINING WALL 0 EACH

STATE BOUNDARY 0 EACH

TRAFFIC LIGHT 5 EACH

TUNNEL 0 EACH

TURNOUT 0 LINEAR FEET

Data Collected 12/12/2001 Page 1 of 1

FEATURE UNIT

CACO: ROUTE MAINTENANCE FEATURES SUMMARY

RO

UTE

001

0 D

OA

NE

RO

AD

RO

UTE

001

1 C

ABL

E R

OA

D

RO

UTE

001

2 M

ARC

ON

I B

EAC

H R

OA

D

RO

UTE

001

3 M

ARC

ON

I SIT

E

RO

AD

RO

UTE

001

4 R

ACE

PO

INT

RO

AD

RO

UTE

001

5 PR

OV

INC

E

LAN

DS

ROAD

BRIDGE 0 EACH 0 0 0 0 2

CATTLE GUARD 0 EACH 0 0 0 0 0

CULVERT 0 EACH 0 0 0 0 0

CURB 0 LINEAR FEET 121 1,299 0 317 269

DROP INLET 0 EACH 0 0 0 0 1

GUARD WALL 0 LINEAR FEET 0 0 0 0 0

GUARDRAIL 0 LINEAR FEET 0 0 0 0 296

INTERSECTION 17 EACH 14 6 8 19 12

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 1 0

PAVED DITCH 0 LINEAR FEET 0 0 0 0 0

PULLOUT 0 EACH 0 0 1 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 1

TUNNEL 0 EACH 0 0 0 0 0

TURNOUT 0 LINEAR FEET 0 0 0 0 0


FEATURE UNIT


RO

UTE

001

7 M

OO

RS R

OAD

RO

UTE

001

8 ST

ATE

RO

UTE

6

RO

UTE

001

9 N

AUSE

T RO

AD

RO

UTE

002

0 O

LD D

EWLI

NE

R

OA

D

RO

UTE

020

0 F

OR

T H

ILL

ARE

A R

OAD

RO

UTE

020

1 D

OA

NE

RO

CK

PIC

NIC

ARE

A RO

AD




CURB 84 LINEAR FEET 0 443 201 0 69

















FEATURE UNIT


RO

UTE

020

4 M

ARC

ON

I E

MPL

OYE

E P

ARK

ING

RO

AD

RO

UTE

020

5 H

EA

D O

F TH

E M

EAD

OW

BE

ACH

RO

AD

RO

UTE

020

6 PI

LGRI

M

HE

IGH

TS R

OAD

RO

UTE

020

9 R

ACE

PO

INT

CO

AST

GU

ARD

STA

TIO

N

RO

AD

RO

UTE

021

1 N

AUSE

T LI

GH

T B

EAC

H A

CCES

S R

OA

D

RO

UTE

022

3 M

ACP

HE

RSO

N

WAY




CURB 0 LINEAR FEET 0 58 0 26 0

















FEATURE UNIT


RO

UTE

022

5 C

OA

ST G

UA

RD

BEA

CH

SH

UTT

LE B

US

STO

P

RO

UTE

022

7 N

TAF

S LA

ND

ING

RO

AD

RO

UTE

023

0 N

TAF

S R

ESID

EN

CE

AC

CESS

RO

AD

RO

UTE

023

0A N

TAF

S R

ESID

EN

CE

STRE

ET A

RO

UTE

023

0B N

TAF

S R

ESID

EN

CE

STRE

ET B

RO

UTE

023

1 N

AC

LABO

RATO

RY

ACC

ESS

RO

AD




CURB 0 LINEAR FEET 681 729 424 348 0

















FEATURE UNIT


RO

UTE

023

2 N

TAF

S A

CCE

SS

RO

AD

RO

UTE

040

2 M

ARC

ON

I R

ESID

EN

CE

RO

AD

RO

UTE

040

3 M

ARC

ON

I M

AIN

TEN

ANCE

ARE

A R

OA

D

RO

UTE

040

7 PR

OV

INC

E

LAN

DS

RESI

DEN

CE R

OA

D

BRIDGE 0 EACH0 0 0

CATTLE GUARD 0 EACH 0 0 0

CULVERT 0 EACH0 0 0

CURB 1,257 LINEAR FEET 0 0 0

DROP INLET 0 EACH0 0 0

GUARD WALL 0 LINEAR FEET 0 0 0

GUARDRAIL 0 LINEAR FEET 0 0 0

INTERSECTION 9 EACH 2 5 1

LOW WATER CROSSING 0 EACH0 0 0

OVERHEAD SIGN 0 EACH 0 0 0

PARK BOUNDARY 0 EACH0 0 0

PAVED DITCH 0 LINEAR FEET 0 0 0

PULLOUT 0 EACH0 0 0

RAILROAD CROSSING 0 EACH 0 0 0

RETAINING WALL 0 EACH0 0 0

STATE BOUNDARY 0 EACH 0 0 0

TRAFFIC LIGHT 0 EACH0 0 0

TUNNEL 0 EACH 0 0 0

TURNOUT 0 LINEAR FEET 0 0 0


FROM MILEPOST

TOMILEPOST FEATURE SIDE COMMENT

0010 DOANE ROAD:

CACO: ROUTE MAINTENANCE FEATURES ROAD LOG

ROUTE

0.000 0.000 ROUTE BEGINS AT NAUSET RD

0.003 0.003 INTERSECTION LEFT NAUSET RD

0.071 0.071 INTERSECTION RIGHT

0.301 0.301 INTERSECTION RIGHT RTE 202, TOMAHAW TRAIL

0.385 0.385 INTERSECTION RIGHT RTE 201, DOANE ROCK PICNIC AREA ROAD

0.406 0.406 INTERSECTION LEFT RTE 225, COAST GUARD BEACH SHUTTLE BUS STOP ACC

0.424 0.424 INTERSECTION LEFT RTE 406, COAST GUARD BEACH SHUTTLE BUS STOP ACC


0.529 0.529 INTERSECTION LEFT









0.959 0.959 INTERSECTION RIGHT RTE 220, COAST GUARD BEACH SHUTTLE ACCESS ROAD

1.010 1.010 ROUTE ENDS AT OCEAN VIEW DRIVE


FROM MILEPOST


0011 CABLE ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 019 @ MP 94

0.001 0.001 INTERSECTION LEFT RTE 019

0.086 0.086 INTERSECTION LEFT NAUSET REGIONAL HIGHSCHOOL

0.209 0.209 INTERSECTION LEFT NAUSET REGIONAL HUGHSCHOOL






0.706 0.706 INTERSECTION LEFT FIRE ROAD

0.750 0.750 INTERSECTION RIGHT OCEAN VIEW DRIVE

0.771 0.794 CURB LEFT

0.797 0.797 INTERSECTION LEFT END @ RTE 211


0.923 0.923 INTERSECTION LEFT OCEAN VIEW DRIVE/RTE 211

0.924 0.924 INTERSECTION RIGHT OCEAN VIEW DRIVE/RTE 211

0.930 0.930 ROUTE ENDS AT OCEAN VIEW DRIVE/RTE 211


FROM MILEPOST


0012 MARCONI BEACH ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT STATE ROUTE 6

0.006 0.006 INTERSECTION LEFT STATE ROUTE 6

0.122 0.122 INTERSECTION LEFT RTE 013, MARCONI SITE ROAD

0.562 0.562 INTERSECTION RIGHT FIRE ROAD

0.973 1.004 CURB LEFT


1.010 1.028 CURB LEFT


1.419 1.616 CURB LEFT

1.620 1.620 ROUTE ENDS AT RTE 906



FROM MILEPOST


0013 MARCONI SITE ROAD:


ROUTE


0.005 0.005 INTERSECTION RIGHT RTE 012






0.856 0.877 PULLOUT LEFT


0.979 0.979 INTERSECTION RIGHT END @ RTE 907



FROM MILEPOST


0014 RACE POINT ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT PARK BOUNDARY

0.000 0.000 PARK BOUNDARY N/A

0.073 0.073 INTERSECTION RIGHT RTE 407, PROVINCE LANDS RESIDENCE ROAD

0.120 0.120 INTERSECTION LEFT RTE 900, BEECH FOREST AREA PARKING

0.143 0.143 INTERSECTION RIGHT RTE 407, PROVINCE LANDS RESIDENCE ROAD

0.144 0.144 INTERSECTION LEFT RTE 900, BEECH FOREST AREA PARKING


0.980 0.991 CURB RIGHT

0.992 0.992 INTERSECTION RIGHT RTE 901, PROVINCE LANDS VISITOR CENTER


1.160 1.160 INTERSECTION LEFT RTE 015, PROVINCE LANDS ROAD

1.169 1.169 INTERSECTION LEFT RTE 015, PROVINCE LANDS ROAD

1.184 1.184 INTERSECTION LEFT PROVINCE LANDS ROAD (RT 015)





1.867 1.888 CURB LEFT







FROM MILEPOST


0014 RACE POINT ROAD:


ROUTE




FROM MILEPOST


0015 PROVINCE LANDS ROAD:


ROUTE




0.008 0.008 INTERSECTION RIGHT WITH CONNECTOR ROAD

0.018 0.018 INTERSECTION LEFT CONNECTOR ROAD

0.104 0.116 BRIDGE N/A

0.104 0.120 GUARDRAIL LEFT

0.106 0.120 GUARDRAIL RIGHT

0.402 0.402 INTERSECTION RIGHT PROVINCE LANDS ROAD PK ( PK 904)


0.922 0.932 BRIDGE N/A

0.922 0.933 GUARDRAIL LEFT




2.166 2.166 DROP INLET RIGHT





2.268 2.290 CURB LEFT







FROM MILEPOST


0015 PROVINCE LANDS ROAD:


ROUTE

2.298 2.298 TRAFFIC LIGHT RIGHT


FROM MILEPOST


0017 MOORS ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 015/SR 6 INTERSECTION

0.007 0.007 INTERSECTION LEFT RTE 015/SR 6


0.008 0.008 INTERSECTION RIGHT RTE 015/SR 6

0.012 0.012 INTERSECTION RIGHT CONNECTOR WITH PROVINCE LANDS ROAD (RT 015)


0.774 0.785 CURB LEFT


0.930 0.930 ROUTE ENDS AT PARK BOUNDARY


FROM MILEPOST


0018 STATE ROUTE 6:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 017/RTE 015 INTERSECT

0.086 0.086 DROP INLET LEFT








0.350 0.350 ROUTE ENDS AT PARK BOUNDARY


FROM MILEPOST


0019 NAUSET ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT SR 6 EAST PAST RTE 010 IN


0.006 0.006 INTERSECTION LEFT SR 6 EAST









0.117 0.117 INTERSECTION RIGHT RAIL ROAD AVE




0.194 0.194 INTERSECTION LEFT OAK LEAF ROAD

0.269 0.269 INTERSECTION RIGHT HELM ROAD

0.287 0.287 INTERSECTION LEFT SQUANTO ROAD






0.396 0.396 INTERSECTION LEFT WONDERSTRAND WAY


0.486 0.486 INTERSECTION RIGHT OLD ORCHARD



FROM MILEPOST


0019 NAUSET ROAD:


ROUTE

0.646 0.646 INTERSECTION LEFT AQUINNAH ROAD


0.681 0.681 INTERSECTION RIGHT FARM VIEW LANE

0.699 0.699 INTERSECTION LEFT QUEEN ANN DRIVE



0.773 0.773 INTERSECTION LEFT QUEEN ANN DRIVE



0.845 0.845 INTERSECTION RIGHT LIGHT HOUSE LANE








0.936 0.936 INTERSECTION LEFT CABLE ROAD (RT 011)



1.100 1.100 INTERSECTION RIGHT BRACKETT ROAD


1.280 1.280 INTERSECTION RIGHT STEWARD WAY


1.364 1.364 INTERSECTION RIGHT SCHOOL HOUSE ROAD

1.486 1.486 INTERSECTION RIGHT DEXTER ROAD



FROM MILEPOST


0019 NAUSET ROAD:


ROUTE

1.567 1.567 INTERSECTION RIGHT SEA SIADE DRIVE

1.643 1.643 INTERSECTION RIGHT THORNE ROAD

1.695 1.695 INTERSECTION LEFT NAUSETT RANGER STATION PARKING

1.722 1.722 INTERSECTION RIGHT CHESTER AVE

1.871 1.871 INTERSECTION RIGHT FOREST AVE

2.014 2.014 INTERSECTION LEFT MACPHERSON WAY (RT 223)













2.494 2.494 CULVERT N/A



2.659 2.672 CURB LEFT




2.797 2.807 CURB LEFT



FROM MILEPOST


0019 NAUSET ROAD:


ROUTE




2.842 2.880 CURB LEFT

2.844 2.844 TRAFFIC LIGHT LEFT



2.879 2.879 INTERSECTION LEFT SR 6 WEST

2.880 2.880 ROUTE ENDS AT SR 6 WEST

2.884 2.884 INTERSECTION RIGHT SR 6 WEST


2.893 2.893 TRAFFIC LIGHT LEFT


FROM MILEPOST


0020 OLD DEWLINE ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT SOUTH HIGHLANDS ROAD (TOW

0.007 0.007 INTERSECTION RIGHT SOUTH HIGHLANDS ROAD


0.283 0.283 INTERSECTION RIGHT UNPAVED ROAD

0.479 0.479 INTERSECTION LEFT RTE 231 NAC LABORATORY ACCESS ROAD

0.494 0.494 INTERSECTION LEFT RTE 935B, OLD DEWLINE ROAD PARKING


0.496 0.504 CURB LEFT

0.504 0.504 INTERSECTION RIGHT RTE 935A, OLD DEWLINE ROAD PARKING




FROM MILEPOST


0200 FORT HILL AREA ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT TOWN ROAD


0.005 0.005 INTERSECTION RIGHT TOWN ROAD



0.113 0.113 INTERSECTION LEFT RTE 916, FORT HILL TRAILHEAD PARKING





FROM MILEPOST


0201 DOANE ROCK PICNIC AREA ROAD:


ROUTE



0.026 0.027 CURB LEFT

0.032 0.032 INTERSECTION LEFT RTE 911A, DOANE ROCK PICNIC AREA PARKING

0.040 0.052 CURB LEFT

0.055 0.055 INTERSECTION LEFT RTE 911A, DOANE ROCK PICNIC AREA PARKING



0.130 0.130 INTERSECTION RIGHT DOANE ROCK PICNIC AREA PARKING (RTE 911B)


FROM MILEPOST


0204 MARCONI EMPLOYEE PARKING ROAD:


ROUTE



0.122 0.122 INTERSECTION LEFT OLD VEHICLE STORAGE AREA (PK 918)

0.152 0.152 INTERSECTION RIGHT PARK HEADQUATERS EMPLOYEE PARKING (PK 917)



FROM MILEPOST


0205 HEAD OF THE MEADOW BEACH ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT TOWN ROAD

0.017 0.017 INTERSECTION RIGHT RTE 929, PROVINCE LANDS MAINTENANCE PK


0.129 0.129 INTERSECTION LEFT W/Y IN ROAD


FROM MILEPOST


0206 PILGRIM HEIGHTS ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT SR 6

0.001 0.001 INTERSECTION RIGHT SR 6

0.011 0.022 CURB LEFT

0.041 0.041 INTERSECTION RIGHT CONNECTOR ROAD

0.213 0.213 INTERSECTION RIGHT WITH SELF (RTE 206 END OF LOOP)

0.224 0.224 INTERSECTION RIGHT WITH SELF (RTE 206 END OF LOOP)

0.459 0.459 INTERSECTION LEFT PILGRIM HEIGHTS PICNIC AREA PARKING (PK 905)

0.464 0.464 INTERSECTION RIGHT PILGRIM HEIGHTS PICNIC AREA PARKING (PK 905)

0.647 0.647 INTERSECTION LEFT PILGRIM HEIGHTS PICNIC AREA PARKING (PK 905)

0.648 0.648 INTERSECTION RIGHT PILGRIM HEIGHTS PICNIC AREA PARKING (PK 905)






FROM MILEPOST


0209 RACE POINT COAST GUARD STATION ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 014 @ M|P 191



0.069 0.069 INTERSECTION RIGHT RTE 903, RACE POINT AIR STATION PARKING





FROM MILEPOST


0211 NAUSET LIGHT BEACH ACCESS ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT OCEAN VIEW DRIVE/RTE 011

0.037 0.040 CURB LEFT

0.046 0.060 PULLOUT LEFT



0.065 0.067 CURB LEFT




FROM MILEPOST


0223 MACPHERSON WAY:


ROUTE




0.140 0.140 ROUTE ENDS AT END


FROM MILEPOST


0225 COAST GUARD BEACH SHUTTLE BUS STOP:


ROUTE

NO MAINTENANCE FEATURES IN ROUTE.




FROM MILEPOST


0227 NTAFS LANDING ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT END OF RTE 020


0.105 0.105 INTERSECTION RIGHT RTE 230, RESIDENCE LOOP ROAD





0.190 0.190 ROUTE ENDS AT END (RETURNING TO NATURE)


FROM MILEPOST


0230 NTAFS RESIDENCE ACCESS ROAD:


ROUTE


0.009 0.009 INTERSECTION RIGHT WELL RD (RTE 228)

0.170 0.170 INTERSECTION RIGHT FIRE ROAD

0.199 0.206 CURB LEFT


0.211 0.212 CURB LEFT


0.214 0.243 CURB LEFT


0.244 0.248 CURB LEFT


0.250 0.274 CURB LEFT


0.278 0.278 INTERSECTION RIGHT RESIDENCE COURT (RT 230A)


0.288 0.288 INTERSECTION RIGHT RESIDENCE COURT (RT 230A)

0.332 0.340 CURB LEFT

0.340 0.340 ROUTE ENDS AT RTE 227 @ MP 11




FROM MILEPOST


0230A NTAFS RESIDENCE STREET A:


ROUTE



0.007 0.021 CURB LEFT



0.025 0.028 CURB LEFT

0.031 0.044 CURB LEFT



0.048 0.060 CURB LEFT

0.050 0.050 ROUTE ENDS AT DEAD END



FROM MILEPOST


0230B NTAFS RESIDENCE STREET B:


ROUTE




0.014 0.027 CURB LEFT

0.029 0.040 CURB LEFT

0.050 0.050 ROUTE ENDS AT CUL DE SAC


FROM MILEPOST


0231 NAC LABORATORY ACCESS ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT 020 @ MP 48

0.001 0.001 INTERSECTION RIGHT ROUTE 020


0.101 0.101 INTERSECTION RIGHT RTE 935B, OLD DEWLINE ROAD PARKING




FROM MILEPOST


0232 NTAFS ACCESS ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT END OF RTE 020


0.031 0.031 INTERSECTION RIGHT RTE 937A, NTAFS ACCESS ROAD PARKING



0.038 0.132 CURB LEFT



0.061 0.061 INTERSECTION LEFT RTE 937B, NTAFS ACCESS ROAD PARKING




0.124 0.124 INTERSECTION LEFT RTE 937C, NTAFS ACCESS ROAD PARKING


0.139 0.139 INTERSECTION LEFT RTE 938, AIR FORCE MAINTENANCE

0.146 0.151 CURB LEFT


0.155 0.163 CURB LEFT


0.158 0.158 INTERSECTION RIGHT RTE 233, FUEL HOUSE RD



0.169 0.174 CURB LEFT




FROM MILEPOST


0232 NTAFS ACCESS ROAD:


ROUTE

0.190 0.190 ROUTE ENDS AT PAVEMENT CHANGE AT FAA AC


FROM MILEPOST


0402 MARCONI RESIDENCE ROAD:


ROUTE



0.059 0.059 INTERSECTION RIGHT RTE 204, MARCONI EMPLOYEE PARKING ROAD

0.130 0.130 ROUTE ENDS AT END OF PAVEMENT


FROM MILEPOST


0403 MARCONI MAINTENANCE AREA ROAD:


ROUTE

0.000 0.000 ROUTE BEGINS AT RTE 013


0.039 0.039 INTERSECTION RIGHT RTE 204, MARCONI EMPLOYEE PARKING ROAD

0.066 0.066 INTERSECTION LEFT RTE 402, MARCONI RESIDENCE ROAD

0.094 0.094 INTERSECTION LEFT RTE 909, MARCONI MAINTENANCE AREA


0.134 0.134 INTERSECTION RIGHT RTE 909, MARCONI MAINTENANCE AREA


FROM MILEPOST


0407 PROVINCE LANDS RESIDENCE ROAD:


ROUTE


0.000 0.000 ROUTE ENDS AT END



10 - 1

APPENDIX A: GLOSSARY OF TERMS AND ABBREVIATIONS

TERM OR ABBREVIATION DESCRIPTION OR DEFINITION

1730 Numeric Code for Cape Cod National Seashore

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

CACO Alpha Code for Cape Cod National Seashore

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.

1

0 - 1

1

Acc

ess

Dat

abas

e M

etad

ata

Mas

ter T

able

Met

adat

a:

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

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

TE

XX

S

tate

whe

re ro

ute

is lo

cate

d R

oute

ID M

eetin

g P

ark

Inpu

t/FH

WA

Det

erm

inat

ion

Unt

este

d. (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

RTE

_NA

ME

(T

ext)

Rou

te n

ame

Rou

te ID

Mee

ting

Par

k In

put

Unt

este

d. 5

0 ch

arac

ters

fit i

n fie

ldFU

NC

T_C

LAS

S

X

Rou

te fu

nctio

nal c

lass

ifica

tion

Rou

te ID

Mee

ting

Par

k 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_E

ST

999.

999

(mile

s)

Est

imat

ed s

tarti

ng M

P

Rou

te ID

Mee

ting

Par

k In

put/F

HW

A D

eter

min

atio

n E

stim

ated

bef

ore

data

col

lect

ed

END

_MP_

EST

999.

999

(mile

s)E

stim

ated

end

ing

MP

R

oute

ID M

eetin

g P

ark

Inpu

t/FH

WA

Det

erm

inat

ion

Est

imat

ed b

efor

e da

ta c

olle

cted

RTE

_LEN

GTH

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%

FRO

M_D

ES

C

(Tex

t) B

egin

ning

term

inus

of r

oute

R

oute

ID M

eetin

g P

ark

Inpu

t/FH

WA

Det

erm

inat

ion

Est

imat

ed b

efor

e da

ta c

olle

cted

. (2

)

TO_D

ES

C

(Tex

t) E

ndin

g te

rmin

us o

f rou

te

Rou

te ID

Mee

ting

Par

k In

put/F

HW

A D

eter

min

atio

n E

stim

ated

bef

ore

data

col

lect

ed.

(2)

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

)

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)

CO

MP_

DIR

XX

C

ompa

ss d

irect

ion

of ro

ute’

s pr

imar

y la

ne (n

eare

st

card

inal

dire

ctio

n)

Rou

te ID

Mee

ting

Par

k In

put/F

HW

A D

eter

min

atio

n U

ntes

ted

CO

MM

EN

TS

(Tex

t) S

peci

al in

form

atio

n, if

any

C

ontra

ctor

Pos

t-pro

cess

ing

Con

tract

or In

put

Unt

este

d

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

9 U

niqu

e re

cord

ID

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

100%

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%

BE

G_M

P99

9.99

9 (m

iles)

B

egin

ning

MP

col

lect

ed

AR

AN

Dat

a C

olle

ctio

n A

utom

atic

Out

put

100%

(3)

END

_MP

999.

999

(mile

s)

End

ing

MP

colle

cted

A

RA

N D

ata

Col

lect

ion

Aut

omat

ic O

utpu

t 10

0% (3

)

1

0 - 1

2

PMS_

Feat

ure

Tabl

e M

etad

ata :

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

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 P

ark

Inpu

t/FH

WA

Cla

ssifi

catio

n U

ntes

ted

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

MP

999.

999

(mile

s)

Feat

ure

loca

tion

alon

g ro

ute

AR

AN

Dat

a C

olle

ctio

n/C

ontra

ctor

Pos

t-pr

oces

sing

S

urve

y C

rew

Inpu

t/Vid

eo

Pro

cess

ing

Unt

este

d (4

)

EV

EN

T X

XX

X

Eve

nt c

ateg

ory

of fe

atur

e C

ontra

ctor

Pos

t-pro

cess

ing

Vid

eo P

roce

ssin

g U

ntes

ted

EV

EN

T_C

OD

E

XX

XX

E

vent

sub

-cat

egor

y of

feat

ure

Con

tract

or P

ost-p

roce

ssin

gV

ideo

Pro

cess

ing

Unt

este

d

EV

EN

T_D

ES

C

(Tex

t) D

escr

iptio

n of

feat

ure/

cont

ents

of s

ign

Con

tract

or P

ost-p

roce

ssin

g V

ideo

Pro

cess

ing

Unt

este

d

MU

TCD

“N

/A”

N/A

. In

tend

ed to

be

sign

MU

TCD

cod

e C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

V

alue

s in

accu

rate

, def

aulte

d to

N

/A

CO

ND

ITIO

N

XX

X

Sig

n co

nditi

on (G

-D, F

-R, P

-R, N

/A)

Con

tract

or P

ost-p

roce

ssin

g V

ideo

Pro

cess

ing

Unt

este

d (5

)

CO

MM

EN

T (T

ext)

Sig

n la

bel,

inte

rsec

ting

rout

e, e

tc.

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

OFF

SE

T “N

/A”

N/A

. In

tend

ed to

be

offs

et fr

om p

avem

ent

edge

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

V

alue

s in

accu

rate

, def

aulte

d to

N

/A

SID

EX

XX

Sid

e of

rout

e; "N

/A" i

f not

on

one

side

C

ontra

ctor

Pos

t-pro

cess

ing

Vid

eo P

roce

ssin

g U

ntes

ted

STR

_NU

MB

ER

X

XX

XX

XX

XXX

FH

WA

brid

ge s

truct

ure

num

ber

FHW

A P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

GP

S_L

AT

“N/A

” N

/A.

Inte

nded

to b

e la

titud

e co

ordi

nate

C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

V

alue

s in

accu

rate

, def

aulte

d to

N

/A

GP

S_L

ON

“N

/A”

N/A

. In

tend

ed to

be

long

itude

coo

rdin

ate

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Val

ues

inac

cura

te, d

efau

lted

to

N/A

GP

S_E

LEV

“N

/A”

N/A

. In

tend

ed to

be

elev

atio

n C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

V

alue

s in

accu

rate

, def

aulte

d to

N

/A

GP

S_M

OD

E

“N/A

” N

/A.

Inte

nded

to b

e G

PS

mod

e C

ontra

ctor

Pos

t-pro

cess

ing

Dat

abas

e Pr

oces

sing

V

alue

s in

accu

rate

, def

aulte

d to

N

/A

VID

EO

<Par

k>C

03VI

D<#

> R

emov

able

US

B v

ideo

har

d dr

ive

num

ber

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

IMA

GE

(T

ext)

File

nam

e of

.jpg

imag

e sh

owin

g fe

atur

e C

ontra

ctor

Pos

t-pro

cess

ing

Aut

omat

ic O

utpu

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%

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%

VISI

_FR

OM

99

9999

(milli

mile

s)R

aw M

P o

f firs

t vid

eo fr

ame

show

ing

feat

ure

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)R

aw M

P o

f las

t vid

eo fr

ame

show

ing

feat

ure

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

1

0 - 1

3

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

TED

AC

CU

RA

CY

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

_RE

F (T

ext)

Ran

ge o

f mile

age

to p

lay

in V

isiD

ata

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

PMS_

20, P

MS_

Mile

& P

MS_

Visi

data

Tab

les

Met

adat

a:

FIEL

D

FOR

MA

T EX

PEC

TED

VA

LUE

SOU

RC

EVA

LID

ATI

ON

EX

PEC

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

_RE

F (T

ext)

Ran

ge o

f mile

age

to p

lay

in V

isiD

ata

Con

tract

or P

ost-p

roce

ssin

g D

atab

ase

Proc

essi

ng

Unt

este

d

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

caco_miMetadata 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: caco_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.

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: -70.221848East_Bounding_Coordinate: -69.948227North_Bounding_Coordinate: 42.079163South_Bounding_Coordinate: 41.818489

Keywords:Theme:

Theme_Keyword_Thesaurus: CACOTheme_Keyword: CACO

Page 1 of 5caco_mi

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_mi_md.h...

Access_Constraints: NoneUse_Constraints: Redistribution meeds 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: 31

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 5caco_mi


Semi-major_Axis: 6378206.400000Denominator_of_Flattening_Ratio: 294.978698

Entity_and_Attribute_Information:Detailed_Description:

Entity_Type:Entity_Type_Label: caco_mi

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 definitionAttribute_Domain_Values:

Range_Domain:Range_Domain_Minimum: 0Range_Domain_Maximum: 100

Attribute:Attribute_Label: CACO_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 5caco_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: CACO_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

Distribution_Information:Resource_Description: Downloadable DataStandard_Order_Process:

Digital_Form:Digital_Transfer_Information:

Page 4 of 5caco_mi


Transfer_Size: 0.016

Metadata_Reference_Information:Metadata_Date: 20051031Metadata_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 Mon Oct 31 13:08:50 2005

Page 5 of 5caco_mi


caco_mi_ptMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: caco_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 10caco_mi_pt

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_mi_pt_m...

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: 33



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: caco_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 code Attribute_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







caco_mrl_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: Published MaterialsTitle: caco_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: 10/3/1999





Keywords:Theme:



Page 1 of 4caco_mrl_03_map

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_mrl_03_...









Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for parking areasLineage:











Entity_Type:Entity_Type_Label: caco_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: PAVED_MIAttribute_Definition: Width of the paved area

Attribute:Attribute_Label: PAVED_MIAttribute_Definition: Calculated paved miles















caco_mrl_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: Published MaterialsTitle: caco_mrl_03Geospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

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







Keywords:Theme:


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

Contact_Information:

Page 1 of 4caco_mrl_03


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: caco_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: PAVED_MIAttribute_Definition: Width of the paved area

Attribute:Attribute_Label: PAVED_MIAttribute_Definition: Calculated paved miles















caco_mrp_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: caco_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 4caco_mrp_03_map

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_mrp_03_...







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: 2







Entity_Type:Entity_Type_Label: caco_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



caco_mrp_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: caco_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 4caco_mrp_03








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










Entity_Type:Entity_Type_Label: caco_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



caco_nonnpsMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: caco_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 4caco_nonnps

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_nonnps_...









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: caco_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







caco_pkg_03_mapMetadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: caco_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 4caco_pkg_03_map

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_pkg_03_...



Entity_Type:Entity_Type_Label: caco_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















caco_pkg_03Metadata also available as



Citation_Information:Originator: Eastern Federal Lands Highway DivisionPublication_Date: UnknownTitle: caco_pkg_03Geospatial_Data_Presentation_Form: vector digital dataOnline_Linkage: Not Available

Description:Abstract: Parking AreasPurpose: Road Inventory Program







Keywords:Theme:




Page 1 of 4caco_pkg_03



Entity_Type:Entity_Type_Label: caco_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















caco_segMetadata also available as



Citation_Information:Originator: The TSR GroupPublication_Date: 2005Title: caco_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.







Keywords:Theme:


Page 1 of 5caco_seg

10/31/2005file://J:\FHWA_RoadInvProg\Data\Park_Report\CACO_1730\Section_10\caco_seg_md....









Attribute_Accuracy_Report: GoodCompleteness_Report: Complete for routesLineage:






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

Page 2 of 5caco_seg


Semi-major_Axis: 6378206.400000Denominator_of_Flattening_Ratio: 294.978698


Entity_Type:Entity_Type_Label: caco_seg





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: CACO_SEG_Attribute_Definition: Verbal PCR definition based on value in PCRAV fieldAttribute_Domain_Values:

Enumerated_Domain:Enumerated_Domain_Value: POOR

Page 3 of 5caco_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: CACO_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


Page 4 of 5caco_seg








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





Page 5 of 5caco_seg


caco 1730 report...fhwa awarded projects surface maintenance $30,000 excellent fhwa awarded projects...

Documents