MOCA_C5_RipReport.pdf

Road Inventory and Condition Assessment

Montezuma Castle National Monument

MOCA

Cycle 5 Report

Prepared By: Federal Highway Administration

Road Inventory Program (RIP)

Data Collected: 04/2012

Report Date: 12/2012

Mesa

Tucson

Phoenix

Las Vegas

Montezuma Castle National Monument in

Arizona

Montezuma Castle National Monument

DCV = Data Collection Vehicle

TABLE OF CONTENTS

SECTION PAGE

1. INTRODUCTION 1 - 1

2. PARK ROUTE INVENTORY

Route IDs, Subcomponents & Changes Report (As Applicable) 2 – 1

3. PARK SUMMARY INFORMATION

Paved Route Miles and Percentages by Functional Class and PCR 3 – 1 DCV Road Condition Summary 3 – 3 Parkwide DCV Condition Summary 3 – 5

4. PARK ROUTE LOCATION MAPS

Route Location Key Map 4 – 1 Route Location Area Map 4 – 2 Route Condition Key Map – PCR Mile by Mile 4 – 4 Route Condition Area Map – PCR Mile by Mile 4 – 5

5. PAVED ROUTE CONDITION RATING SHEETS

CRS Pages 5 – 1

6. MANUALLY RATED PAVED ROUTE CONDITION RATING SHEETS

MRR Pages 6 – 1

7. PARKING AREA CONDITION RATING SHEETS

Paved Parking Area Pages 7 – 1

8. PARKWIDE / ROUTE MAINTENANCE FEATURES SUMMARIES

Parkwide Maintenance Features Summary 8 – 1 DCV Route Maintenance Features Summary 8 – 2 Structure List 8 – 4

9. ROUTE MAINTENANCE FEATURES ROAD LOGS

Route Maintenance Features Road Logs 9 – 1

10. APPENDIX

Explanation of Changes to the RIP Index Equations and Determination of PCR 10 – 1 Explanation of the Excellent, Good, Fair and Poor Condition Descriptions 10 – 2 Description of Rating System 10 – 3 Surface Distresses 10 – 5 Index Formulas 10 – 12 Data Collection Vehicle Subsystems 10 – 16 Geodatabase – Background and Metadata 10 – 19 Glossary of Terms and Abbreviations 10 – 20

Section 1

Introduction

1-1

INTRODUCTION

The Federal Highway Administration, (FHWA), in the mid 1970s, was charged with the task of identifying surface condition deficiencies and corrective priorities on National Park Service

(NPS) roads and parkways. Additionally, FHWA was tasked with establishing an integrated maintenance features inventory, locating features such as culverts, guardrails, and signs, among others, along NPS roads and parkways. As a result, in 1976 the NPS and FHWA entered into an

MOA (Memorandum Of Agreement) which established the RIP (Road Inventory Program). This

MOA was terminated and revised in 1980 to establish a new MOA aiming to update RIP data and develop a long-range program to improve and maintain NPS roads to designated condition standards and establish a maintenance management program.

The FHWA completed this initial phase of the RIP in the early 1980s. As a result of this effort, each NPS site included in the study received a RIP Report known as the “Brown Book” which included the information collected during this first RIP phase.

In the 1990s, the effort was again renewed to update and maintain the RIP data. By this time the computer age was upon us and a process was employed that relied heavily on electronic data collection and computer technology. A cyclical program was developed and the RIP completed two cycles of data collection from 1994 to 2001. Cycle 1, starting in 1994, was conducted in 44

“large parks” (parks containing 10 or more paved route miles). Cycle 2 began in 1997 and comprised 79 large parks and 5 small parks totaling 4,874 paved route miles. Each of these parks received a RIP Report known as the “Blue Book”. Cycle 3, from 2001 to 2004, was conducted in all parks, large and small, that contained any paved routes, including parking areas and, again, each park received a RIP Report and associated electronic files.

Cycle 4 was initiated in the spring of 2006 covering 86 large parks and several associated small parks consisting of 5,553 paved route miles and 6,232 paved parking areas. Data collection has been completed for Cycle 4 and all data has been delivered to the NPS.

In 2005, the FHWA began implementing the use of a Pavement Management System (PMS) to assist the NPS in prioritizing Pavement Maintenance and Rehabilitation activities. The PMS used by FHWA is the Highway Pavement Management Application (HPMA) and this software has the ability to store inventory and condition data from RIP and forecast future performance using prediction models. Outputs include performance and condition reports at the National, Regional, Park, or Route level. A regional prioritized list and optimization have been produced for most regions and the Federal Highway Deferred Maintenance is calculated via the HPMA.

In an effort to improve the accuracy of treatment recommendations and pavement condition descriptions, an extensive study was completed throughout 2010 that has resulted in changes to the RIP condition reporting method, specifically the distresses and indexes that comprise the

Pavement Condition Rating (PCR). It was determined that a better representation of PCR could

1-2 be achieved by modifying the relative impact certain distresses would have on the overall rating.

The changes that were implemented were endorsed by management at both the FHWA and NPS in October 2010. These changes will allow greater use of RIP and HPMA data for not simply condition data reporting, but also as a reliable tool for project identification and selection.

Because of these changes, the PCR Condition ratings reported in Cycle 5 do not directly relate to the condition ratings reported in previous cycle RIP Reports. For more detailed information about the changes, see Section 3 and Section 10 in this RIP Report.

Cycle 5 has launched in the summer of 2010 and will again comprise all parks, large and small, that are served by paved roads and/or parking areas. For Cycle 5, the decision was made to collect condition data in large parks on Functional Class 1, 2, and 7 paved routes only, as well as any new routes that were previously not collected. In small parks, all paved routes and parking areas will be collected. As a result, this will include 81 large parks with 4,459 paved route miles and 168 small parks with 529 paved route miles and associated paved parking areas.

Since 1984, the Road Inventory Program has been funded through the Federal Lands Highway

Park Roads and Parkways (PRP) Program. Currently, coordination of the RIP with FLH is under the NPS Washington Headquarters Park Facility Management Division. 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) requiring the FHWA and NPS, to develop by rule, a Pavement

Management System (PMS) applied to park roads and parkways serving the National Park

System.

FLH is responsible for the accuracy of all data presented in this report. Any questions or comments concerning the contents of this report should be directed to the national RIP

Coordinator located in Sterling, Virginia.

Respectfully, FHWA RIP Team

FHWA/Eastern Federal Lands FHWA/Central Federal Lands

21400 Ridgetop Circle 12300 West Dakota Ave

Sterling, VA 20166 Lakewood, CO 80228

(703) 404-6371 (720) 963-3560

Section 2

Park Route Inventory

Cycle 5 NPS/RIP Route ID Report Road Inventory Program 12/06/2012 (Numerical By Route #) Page 1 of 4

Shading Color Key: Green = All Unpaved Parking AreasYellow = Unpaved Routes, DCV not DrivenWhite = Paved Routes, DCV Driven

Grey = Paved Routes, DCV not Driven

Blue = All Paved Parking Areas

Red text denotes approx. mileage

Black = State, Local or Private non-NPS Routes = Concession Route Flag ON

*Unpaved route data was obtained from NPS and was not inventoried by the Road Inventory Program (RIP).

** DCV - Data Collection Vehicle NC - Not Collected

MOCA MONTEZUMA CASTLE NATIONAL MONUMENT

Func.

Class

Route Description Rte.

No. Route Name Paved

Miles

Surf.

Type

Un-

Paved

MilesFrom To

Total

Route

Length

FMSS

No.

Manual

Rated

SQ/FT

Area

Maps

C o n c e s s

R o u te Maint.

District

C y c le

C o ll e c te d

FROM PARK BOUNDARY

(PAVEMENT CHANGE

AND FENCE)

10010 MOCA CASTLE

ACCESS ROAD

1.11 0.00 ASTO ROUTE 0900 (MOCA

CASTLE VISITOR

CENTER PARKING)

13300 1N/A 1.115

FROM ROUTE 0013

(MOWE BEAVER CREEK

ROAD) AT MP 0.46 (ON

RIGHT)

10011 MOWE WELL ACCESS

ROAD

0.37 0.00 ASTO ROUTE 0903 (MOWE

WELL PARKING)

13354 2N/A 0.375

FROM ROUTE 0010

(MOCA CASTLE ACCESS

ROAD) AT MP 0.34 (ON

LEFT)

10012 MOCA BEAVER

CREEK ESTATES

ROAD

0.21 0.00 ASTO PARK BOUNDARY

(FENCE)

231337 1N/A 0.215

FROM WEST PARK

BOUNDARY (PAVEMENT

CHANGE)

10013 MOWE BEAVER

CREEK ROAD

0.47 0.25 ASTO NORTH PARK

BOUNDARY (FENCE) AT

MP 0.72

231338 2N/A 0.725

FROM ROUTE 0011

(MOWE WELL ACCESS

ROAD) AT MP 0.03 (ON

RIGHT)

20200 MOWE PICNIC AREA

ROAD

0.12 0.00 ASTO ROUTE 0905 (MOWE

PICNIC AREA PARKING)

58031 2N/A 0.125

FROM ROUTE 0010

(MOCA CASTLE ACCESS

ROAD) AT MP 1.07 (ON

LEFT)

50400 MOCA RESIDENCE

AREA ROAD

0.09 0.00 ASTO ROUTE 0901 (MOCA

RESIDENCE AREA

PARKING)

13318 1N/A 0.095

FROM ROUTE 0200

(MOWE PICNIC AREA

ROAD) AT MP 0.12 (ON

LEFT)

50401 MOWE RESIDENCE

ROAD

0.16 0.00 ASTO DEAD END AT

DRIVEWAY

13358 2N/A 0.165

FROM ROUTE 0401 (MOWE

RESIDENCE ROAD)

60402 MOWE SOUTH

BOUNDARY ROAD

0.00 0.25 NVTO TRAIL26615 N/A 0.25NC

FROM ROUTE 0400 (MOCA

RESIDENCE AREA ROAD)

50403 MOCA LAGOON ROAD 0.00 0.20 GRTO LAGOON29319 N/A 0.20NC

FROM ROUTE 0010 (MOCA

CASTLE ACCESS ROAD)

60404 MOCA WATER TANK

ROAD

0.00 0.50 NVTO WATER TANK231344 N/A 0.50NC

FROM CREST VIEW DRIVE

(NON NPS)

80600 MOCA PARK LANE 0.00 0.25 NVTO BEAVER CREEK231345 N/A 0.25NC

FROM END OF ROUTE

0010 (MOCA CASTLE

ACCESS ROAD)

0900 MOCA CASTLE

VISITOR CENTER

PARKING

0.00 0.00 ASTO PARKING58028 30,927 1N/A 0.005

FROM END OF ROUTE

0400 (MOCA

RESIDENCE AREA

ROAD)

0901 MOCA RESIDENCE

AREA PARKING

0.00 0.00 ASTO PARKING58033 10,424 1N/A 0.005

Road Inventory Program 12/06/2012 (Numerical By Route #) Page 2 of 4

Shading Color Key: Green = All Unpaved Parking AreasYellow = Unpaved Routes, DCV not DrivenWhite = Paved Routes, DCV Driven

Grey = Paved Routes, DCV not Driven

Blue = All Paved Parking Areas

Red text denotes approx. mileage

Black = State, Local or Private non-NPS Routes = Concession Route Flag ON

*Unpaved route data was obtained from NPS and was not inventoried by the Road Inventory Program (RIP).

** DCV - Data Collection Vehicle NC - Not Collected

MOCA MONTEZUMA CASTLE NATIONAL MONUMENT

Func.

Class

Route Description Rte.

No. Route Name Paved

Miles

Surf.

Type

Un-

Paved

MilesFrom To

Total

Route

Length

FMSS

No.

Manual

Rated

SQ/FT

Area

Maps

C o n c e s s

R o u te Maint.

District

C y c le

C o ll e c te d

FROM ROUTE 0012

(MOCA BEAVER CREEK

ESTATES ROAD) AT MP

0.02 (ON LEFT)

0902 MOCA ELEPHANT

TRACKS PARKING

0.00 0.00 ASTO PARKING58036 11,115 1N/A 0.005

FROM END OF ROUTE

0011 (MOWE WELL

ACCESS ROAD)

0903 MOWE WELL

PARKING

0.00 0.00 ASTO PARKING58041 13,339 2N/A 0.005

ADJACENT TO ROUTE

0011 (MOWE WELL

ACCESS ROAD) ON LEFT

0904 MOWE PITHOUSE

PARKING

0.00 0.00 AS58044 1,493 2N/A 0.005

FROM END OF ROUTE

0200 (MOWE PICNIC

AREA ROAD)

0905 MOWE PICNIC AREA

PARKING

0.00 0.00 ASTO PARKING58047 7,439 2N/A 0.005

ADJACENT TO ROUTE

0200 (MOWE PICNIC

AREA ROAD) ON LEFT

0906 MOWE PREHISTORIC

DITCH PARKING

0.00 0.00 AS58048 1,828 2N/A 0.005

Road Inventory Program 12/06/2012 (Numerical By Route #) Page 3 of 4

Shading Color Key: Green = All Unpaved Parking AreasYellow = Unpaved Routes, DCV not DrivenWhite = Paved Routes, DCV Driven

Grey = Paved Routes, DCV not Driven

Blue = All Paved Parking Areas

Red text denotes approx. mileage

Black = State, Local or Private non-NPS Routes = Concession Route Flag ON

*Unpaved route data was obtained from NPS and was not inventoried by the Road Inventory Program (RIP).

** DCV - Data Collection Vehicle NC - Not Collected

CYCLE 5 SUMMARY TOTALS FOR MONTEZUMA CASTLE NATIONAL MONUMENT

Manually Rated Route Miles

TOTAL PARK ROUTE MILES COLLECTED IN CYCLE 5

DCV Driven Route Miles Concession Paved Route Miles

Paved Parking (SQFT)

Manually Rated Routes (SQFT)

0.00

76,565

CYCLE 5 ROUTE TOTALS

Concession Paved Parking Area SQFT

Concession Manually Rated Rotes SQFT

CYCLE 5 CONCESSION TOTALS

* CYCLE 5 PARKING AREA TOTALS CYCLE 5 WEIGHTED AVERAGE PARK VALUES

2.51

* - The Parking Area Totals SQFT value represents all parking areas collected in Cycle 5, both park and concessionaire.

DCV Driven PCR

**Manually Rated Routes PCR

**Parking PCR

N/A

*** - Equivalent Lane Miles are calculated by route using the following equations : DCV and Manually Rated Lines Routes=(PAVE_WIDTHxPAVED_MI)/11 foot lane. Parking Areas=SQ_FEET/5280/11. Manually Rated Polygons=SQ_FEET/5280/11.

***Total Equivalent Lane Miles 6.54

** - Parking and Manually Rated Routes are assigned the following PCR values based on their observed condition: Construction=-1, Excellent=97, Good=90, Fair=73, and Poor=45.

0.00

Unpaved Parking (SQFT) 0

TOTAL PARKING (SQFT) 76,565

Concession Unpaved Route Miles 0.00

TOTAL CONCESSION ROUTE MILES 0.00

Concession Unpaved Parking Area SQFT 0

TOTAL CONCESSION PARKING AREA SQFT 0

1.45TOTAL UNPAVED PARK ROUTE MILES

2.51

Road Inventory Program 12/06/2012 (Numerical By Route #) Page 4 of 4

Shading Color Key: Green = All Unpaved Parking AreasYellow = Unpaved Routes, DCV not DrivenWhite = Paved Routes, DCV Driven

Grey = Paved Routes, DCV not Driven

Blue = All Paved Parking Areas

Red text denotes approx. mileage

Black = State, Local or Private non-NPS Routes = Concession Route Flag ON

*Unpaved route data was obtained from NPS and was not inventoried by the Road Inventory Program (RIP).

** DCV - Data Collection Vehicle NC - Not Collected

Surface Type Abbreviations:

AS - Asphaltic Concrete Pavement

CO - Portland Cement Concrete Pavement

CB - Cobble Stone Road Bed

BR - Brick or Pavers Road Bed

GR - Gravel Road Bed

SA - Sand Road Bed

NV - Native or Dirt Material Road Bed

OT - Other Materials Road Bed

General Park Road Functional Classification Table

Class 1 Principal Park Road/Rural Parkway (Public Roads) Roads which constitute the main access route, circulatory tour, or thoroughfare for park visitors.

Route Numbers 1 - 99. Note: Rural parkways (e.g. Natchez Trace) are numbered 1 - 9. State Routes Inventoried for Park. Route Numbers 5000-5999

Class 2 Connector Park Road (Public Roads) - Roads which provide access within a park to areas of scenic, scientific, recreational or cultural interest, such as overlooks, campgrounds, etc. Route Numbers 100-199.

Class 3 Special Purpose Park Road (Public Roads) - Roads which provide circulation within public areas, such as campgrounds, picnic areas, visitor center complexes, concessionaire facilities, etc. These roads generally serve low-speed traffic and are often designed for one-way circulation. Route Numbers 200-299.

Class 4 Primitive Park Roads (Public Roads) - Roads which provide circulation through remote areas and/or access to primitive campgrounds and undeveloped areas. These roads frequently have no minimum design standards and their use may be limited to specially equipped vehicles. Route Numbers 200-299.

Note: Functional Classes 3 and 4 have the same route numbers because, historically, they were numbered similarly.

Class 5 Administrative Access Road (Administrative Roads) - All public roads intended for access to administrative developments or structures such as park offices, employee quarters, or utility areas. Route Numbers 400-499.

Class 6 Restricted Road (Administrative Roads) - All roads normally closed to the public, including patrol roads, truck trails, and other similar roads. Route Numbers 400-499.

Note: Functional Classes 5 and 6 have the same route numbers because historically they were numbered similarly and often there is little distinction between these routes. For example, because utility areas and employee housing are often closed to the public, this restriction would result in classification of FC 6 rather than FC 5.

Class 7 Urban Parkway (Urban Parkways and City Streets) - These facilities serve high volumes of park and non-park related traffic and are restricted, limited-access facilities in an urban area. This category of roads primarily encompasses the major parkways which serve as gateways to our nation's capital. Other major park roads or portions thereof, however, may be included in this category. Route Numbers 1-9.

Class 8 City Streets (Urban Parkways and City Streets) - City streets are usually extensions of the adjoining street system that are owned and maintained by the National Park Service. The construction and/or reconstruction should conform with accepted local engineering practice and local conditions. Route Numbers 600-699.

A park road system contains those roads within or giving access to a park or other unit of the NPS which are administered by the NPS, or by the Service in cooperation with other agencies. The assignment of a functional classification (FC) to a park road is not based on traffic volumes or design speed, but on the intended use or function of that road or route.

The historic route numbering system also included a 300 number series for interpretive roads, and a 500 series for one-way roads. There are approximately 250 roads nationwide which are designated by the 300 and 500 series. The numbers for these roads will be maintained for reporting consistency. However, since these interpretive and one-way routes are not as clearly tied to a specific functional class, the 300 and 500 series will be discontinued for future use.

5000 route numbers are assigned to Non-NPS Routes that are State, County or City owned which border, traverse, or provide access to Park Facilities or Locations. 5000 Routes are driven for GPS and Video Log only.

Section 3

Park Summary Information

MOCA: PAVED ROUTE MILES AND PERCENTAGES

BY FUNCTIONAL CLASS AND PCR

Pavement Condition Rating (PCR) Poor (0-60) Fair (61-84) Good (85-94) Excellent (95-100) TOTAL

F.C. MILES % MILES % MILES % MILES % MILES

1 0.04 1.59% 0.87 34.66% 1.10 43.82% 0.14 5.58% 2.15 2 0.06 2.39% 0.06 2.39% 0.12 5 0.18 7.17% 0.04 1.59% 0.02 0.80% 0.24

Totals 0.28 11.15% 0.97 38.64% 1.12 44.62% 0.14 5.58% 2.51

Note:

Explanation of the Excellent, Good, Fair and Poor Condition Descriptions

In addition to the RIP Index changes that have been implemented in Cycle 5, we will also aim to provide greater assistance in translating excellent/good/fair/poor categories into pavement needs categories. The PCR can be used to indicate the place in the Pavement Life Cycle and the types of treatments that should be considered now and into the future.

Excellent/New: PCR of 95-100. Pavements in this range will require only spot repairs

The information in this table is derived from the PMS_20 table in the Park database, which only contains processed data from routes collected with the Data Collection Vehicle (DCV). Information for Manually Rated Routes (MRR) and Parking Areas is not reported in this table. Only Functional Class 1, 2, & 7 routes, and any new routes not previously collected by RIP, are collected in Large Parks.

Good: PCR of 85-94. Pavements in this range will likely be candidates for Preventive Maintenance. Examples include Chip and Slurry Seals, Micro Surfacing and Thin Overlays.

Fair: PCR of 61-84. Pavements in this range will likely be candidates of Light Rehabilitation (L3R). Examples include single-lift overlays up to 2.5 inches in total thickness, milling and overlays.

Poor: PCR of 0-60. Pavements in this range will likely be candidates of Heavy Rehabilitation or Reconstruction (H3R or 4R). Examples include Pulverization, Multiple Lift Overlays, and Reconstruction.

3-1

At this time, specific Maintenance and Rehabilitation activities should be evaluated and recommended at the project level. Site-specific conditions that influence treatment type should be determined based on performing a subsurface investigation and/or pavement condition survey, and not be based solely on RIP data. Additionally, RIP produces a snapshot of conditions the year in which the data was collected. For further information or to obtain additional Pavement Management System’s data from our Highway Pavement Management Application (HPMA) please contact the Eastern Federal Lands pavement team.

3-2

MOCA: DCV ROAD CONDITION SUMMARY

DCV - Data Collection Vehicle

ROUTE

NUMBER ROUTE NAME

FUNCT

CLASS

PAVED

LENGTH

SURFACE

TYPE

AVERAGE

SURFACE

CONDITION

RATING (SCR)

AVERAGE

PAVEMENT

CONDITION

RATING (PCR)

0010 MOCA CASTLE ACCESS ROAD 1 1.11 ASPHALT 90 83

0011 MOWE WELL ACCESS ROAD 1 0.37 ASPHALT 83 83

0012 MOCA BEAVER CREEK ESTATES ROAD 1 0.21 ASPHALT 86 86

0013 MOWE BEAVER CREEK ROAD 1 0.47 ASPHALT 95 95

0200 MOWE PICNIC AREA ROAD 2 0.12 ASPHALT 62 62

Data Collected 04/2012

DCV ROAD CONDITION SUMMARY

83 86

83 83 86

0010 0011 0012 0013 0200

ROUTE NUMBER

S C

R /P

C R

AVERAGE SURFACE

CONDITION RATING (SCR)

AVERAGE PAVEMENT

CONDITION RATING (PCR)

3-3

MOCA: DCV ROAD CONDITION SUMMARY

DCV - Data Collection Vehicle

ROUTE

NUMBER ROUTE NAME

FUNCT

CLASS

PAVED

LENGTH

SURFACE

TYPE

AVERAGE

SURFACE

CONDITION

RATING (SCR)

AVERAGE

PAVEMENT

CONDITION

RATING (PCR)

0400 MOCA RESIDENCE AREA ROAD 5 0.09 ASPHALT 63 63

0401 MOWE RESIDENCE ROAD 5 0.16 ASPHALT 0 0

Data Collected 04/2012

DCV ROAD CONDITION SUMMARY

0400 0401

ROUTE NUMBER

S C

R /P

C R

AVERAGE SURFACE

CONDITION RATING (SCR)

AVERAGE PAVEMENT

CONDITION RATING (PCR)

3-4

MOCA: PARKWIDE DCV CONDITION SUMMARY

AVERAGE

PAVEMENT

CONDITION

RATING (PCR)

AVERAGE

ROUGHNESS

CONDITION

INDEX (RCI)

AVERAGE

SURFACE

CONDITION

RATING (SCR)

AVERAGE

RUT INDEX

AVERAGE

ALLIGATOR

CRACKING

INDEX

AVERAGE

LONGITUDINAL

CRACKING

INDEX

AVERAGE

TRANSVERSE

CRACKING

INDEX

AVERAGE

PATCHING

INDEX

79 73 82 94 92 94 87 100

All Index values are based on Data Collection Vehicle (DCV) driven roads that were collected in Cycle-5.

Roughness data is only collected on routes with lengths greater than 0.5 miles and a posted speed limit of 25 MPH or greater.

Data Collected 04/2012

CYCLE 5 PARKWIDE CONDITION SUMMARY

94 92 94

AVERAGE PAVEMENT

CONDITION RATING

(PCR)

AVERAGE ROUGHNESS

CONDITION INDEX (RCI)

AVERAGE SURFACE

CONDITION RATING

(SCR)

AVERAGE RUT INDEX AVERAGE ALLIGATOR

CRACKING INDEX

AVERAGE

LONGITUDINAL

CRACKING INDEX

AVERAGE

TRANSVERSE

CRACKING INDEX

AVERAGE PATCHING

INDEX

R A

T

IN

G

3-5

Section 4

Park Route Location Maps

4-1º

Route Location Map

Key Map

1 0 10.5

Miles

Cycle 5 Collected Routes

Rte 0900

Rte 0902

Rte 0901

Rte 0010

Rte 0

Rte 0400

4-2º0.4 0 0.40.2 Miles

Montezuma Castle National Monument Route Location Map

Area 1

Unique colors used to differentiate routes

Rte 0903

Rte 0905

Rte 0906

Rte 0904

Rte 0013

Rte 0011 Rte 0401

Rte 0200

4-3º0.4 0 0.40.2 Miles

Montezuma Castle National Monument Route Location Map

Area 2

Unique colors used to differentiate routes

4-4º1 0 10.5

Miles

Montezuma Castle National Monument

Route Condition Map

PCR - Mile by Mile

Key Map

Note: Only routes collected by the DCV in Cycle-5 are displayed.

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte

R te

Rte 0400

4-5º0.4 0 0.40.2

Miles

Montezuma Castle National Monument

Route Condition Map

PCR - Mile by Mile

Area 1

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

R te

Rte 0011

Rte 0401 Rte 0200

4-6º0.4 0 0.40.2

Miles

Montezuma Castle National Monument

Route Condition Map

PCR - Mile by Mile

Area 2

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Section 5

Paved Route

Condition Rating Sheets

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte 0010

ROUTE: 0010 MOCA CASTLE ACCESS ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 1.11 Miles

Section Number 0 1

Section Length (mi) 1.00 0.11

Cross Section Information

Number of Lanes 2 2

Paved Width (ft) 26 31

Lane Width (ft) 10 11

Roadway Condition Information

SCR (Surface Condition Rating) 90 90

PCR (Pavement Condition Rating) 84 75

Distress Index Values

Structural Crack Index 96 90

Transverse Cracking Index 90 90

Patching Index 100 100

Rutting Index 96 96

Roughness Condition Index (RCI) 75 52

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-1

R O

U T

E

M O

C A

C A

S T

L E

A C

C E

S S

R O

A D

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte 0011

ROUTE: 0011 MOWE WELL ACCESS ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.37 Miles

Section Number 0

Section Length (mi) 0.37

Cross Section Information

Number of Lanes 2

Paved Width (ft) 19

Lane Width (ft) 9

Roadway Condition Information

SCR (Surface Condition Rating) 83

PCR (Pavement Condition Rating) 83

Distress Index Values

Structural Crack Index 89

Transverse Cracking Index 83

Patching Index 100

Rutting Index 90

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-2

R O

U T

E

M O

W E

W E

L L

A C

C E

S S

R O

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

R te

ROUTE: 0012 MOCA BEAVER CREEK ESTATES ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.21 Miles

Section Number 0

Section Length (mi) 0.21

Cross Section Information

Number of Lanes 2

Paved Width (ft) 23

Lane Width (ft) 12

Roadway Condition Information

SCR (Surface Condition Rating) 86

PCR (Pavement Condition Rating) 86

Distress Index Values

Structural Crack Index 97

Transverse Cracking Index 86

Patching Index 100

Rutting Index 96

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-3

R O

U T

E

M O

C A

B E

A V

E R

C R

E E

K E

S T

A T

E S

R O

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte

ROUTE: 0013 MOWE BEAVER CREEK ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.47 Miles

Section Number 0

Section Length (mi) 0.47

Cross Section Information

Number of Lanes 2

Paved Width (ft) 21

Lane Width (ft) 9

Roadway Condition Information

SCR (Surface Condition Rating) 95

PCR (Pavement Condition Rating) 95

Distress Index Values

Structural Crack Index 95

Transverse Cracking Index 96

Patching Index 100

Rutting Index 95

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-4

R O

U T

E

M O

W E

B E

A V

E R

C R

E E

K R

O

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte

ROUTE: 0200 MOWE PICNIC AREA ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.12 Miles

Section Number 0

Section Length (mi) 0.12

Cross Section Information

Number of Lanes 2

Paved Width (ft) 19

Lane Width (ft) 9

Roadway Condition Information

SCR (Surface Condition Rating) 62

PCR (Pavement Condition Rating) 62

Distress Index Values

Structural Crack Index 65

Transverse Cracking Index 62

Patching Index 100

Rutting Index 93

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-5

R O

U T

E

M O

W E

P

IC

N

IC

A R

E A

R O

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte

ROUTE: 0400 MOCA RESIDENCE AREA ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.09 Miles

Section Number 0

Section Length (mi) 0.09

Cross Section Information

Number of Lanes 2

Paved Width (ft) 21

Lane Width (ft) 11

Roadway Condition Information

SCR (Surface Condition Rating) 63

PCR (Pavement Condition Rating) 63

Distress Index Values

Structural Crack Index 63

Transverse Cracking Index 79

Patching Index 100

Rutting Index 95

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-6

R O

U T

E

M O

C A

R E

S

ID

E N

C E

A R

E A

R O

º

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

PCR

(61 - 84)

Fair (85 - 94)

Good (95 - 100)

Excellent No Data (0 - 60)

Poor

Rte 0401

ROUTE: 0401 MOWE RESIDENCE ROAD

MOCA : MONTEZUMA CASTLE NATIONAL MONUMENT

COLLECTED: 4/21/2012

INTERMOUNTAIN REGION TOTAL LENGTH: 0.16 Miles

Section Number 0

Section Length (mi) 0.16

Cross Section Information

Number of Lanes 2

Paved Width (ft) 17

Lane Width (ft) 9

Roadway Condition Information

SCR (Surface Condition Rating) 0

PCR (Pavement Condition Rating) 0

Distress Index Values

Structural Crack Index 0

Transverse Cracking Index 82

Patching Index 100

Rutting Index 92

Roughness Condition Index (RCI) NC

NOTES:

Structural Crack Index is a combination of the Longitudinal Cracking Index and Alligator Cracking Index.

See Section 10 for explanation of SCR, PCR, & all Distress Index Values.

NC - Not Collected N/A - Not Applicable 5-7

R O

U T

E

M O

W E

R E

S

ID

E N

C E

R O

Section 6

Manually Rated Paved Route

6-1

MANUALLY RATED ROUTE CONDITION RATING SHEETS

No data available for this section.

Section 7

Parking Area

MONTEZUMA CASTLE NATIONAL MONUMENT

Route 0900

MOCA CASTLE VISITOR CENTER PARKING

FROM END OF ROUTE 0010 (MOCA CASTLE ACCESS ROAD)

TO PARKING

Route

Number

Public /

NonPublic Lane Miles *

0900 PUBLIC 0.53

Culverts Drop Inlets Curb

0 2 NO CURB

* Lane miles are based on 11' lane widths

7-1

Surface Type

AS

PCR

GOOD/90

Curb & Gutter

CONCRETE CURB

AND GUTTER

Date Visited

8/31/2011

Area (sq ft)

30,927

Gates

º400 0 400200

Feet

Rte 0010

R te

Rte 0900

Rte 0901

Route 0901

MOCA RESIDENCE AREA PARKING

FROM END OF ROUTE 0400 (MOCA RESIDENCE AREA ROAD)

TO PARKING

Route

Number

Public /

NonPublic Lane Miles *

0901 PUBLIC 0.18

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-2

Surface Type

AS

PCR

GOOD/90

Curb & Gutter

CONCRETE CURB

AND GUTTER

Date Visited

8/31/2011

Area (sq ft)

10,424

Gates

º200 0 200100

Feet

R te

Rte 0901

Route 0902

MOCA ELEPHANT TRACKS PARKING

FROM ROUTE 0012 (MOCA BEAVER CREEK ESTATES ROAD) AT MP 0.02 (ON LEFT)

TO PARKING

Route

Number

Public /

NonPublic Lane Miles *

0902 NONPUBLIC 0.19

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-3

Surface Type

AS

PCR

GOOD/90

Curb & Gutter

NO CURB AND

GUTTER

Date Visited

8/31/2011

Area (sq ft)

11,115

Gates

º200 0 200100

Feet

Rte 0010

R te

Rte 0902

Route 0903

MOWE WELL PARKING

FROM END OF ROUTE 0011 (MOWE WELL ACCESS ROAD)

TO PARKING

Route

Number

Public /

NonPublic Lane Miles *

0903 PUBLIC 0.23

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-4

Surface Type

AS

PCR

FAIR/73

Curb & Gutter

NO CURB AND

GUTTER

Date Visited

8/31/2011

Area (sq ft)

13,339

Gates

º200 0 200100

Feet

Rte 0011

Rte 0903

Route 0904

MOWE PITHOUSE PARKING

ADJACENT TO ROUTE 0011 (MOWE WELL ACCESS ROAD) ON LEFT

Route

Number

Public /

NonPublic Lane Miles *

0904 PUBLIC 0.03

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-5

Surface Type

AS

PCR

FAIR/73

Curb & Gutter

NO CURB AND

GUTTER

Date Visited

8/31/2011

Area (sq ft)

1,493

Gates

º100 0 10050

Feet

Rte 0011

Rte 0904

Route 0905

MOWE PICNIC AREA PARKING

FROM END OF ROUTE 0200 (MOWE PICNIC AREA ROAD)

TO PARKING

Route

Number

Public /

NonPublic Lane Miles *

0905 PUBLIC 0.13

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-6

Surface Type

AS

PCR

GOOD/90

Curb & Gutter

NO CURB AND

GUTTER

Date Visited

8/31/2011

Area (sq ft)

7,439

Gates

º200 0 200100

Feet

Rte

Rte

Rte 0401

Rte 0905

Rte 0906

Route 0906

MOWE PREHISTORIC DITCH PARKING

ADJACENT TO ROUTE 0200 (MOWE PICNIC AREA ROAD) ON LEFT

Route

Number

Public /

NonPublic Lane Miles *

0906 PUBLIC 0.03

Culverts Drop Inlets Curb

0 0 NO CURB

* Lane miles are based on 11' lane widths

7-7

Surface Type

AS

PCR

FAIR/73

Curb & Gutter

NO CURB AND

GUTTER

Date Visited

8/31/2011

Area (sq ft)

1,828

Gates

º100 0 10050

Feet

Rte

Rte

Rte 0906

Section 8

Parkwide/Route

Maintenance Features Summaries

MOCA: PARKWIDE MAINTENANCE FEATURES SUMMARY

Includes DCV, MRL, MRP & PKG routes collected in Cycle-5

FEATURE LINEAR FEET COUNT

BRIDGE -- 0

CATTLE GUARD -- 1

CULVERT -- 15

CURB 0 --

DROP INLET -- 5

GATE -- 4

GUARD/GUIDE RAIL 1,225 --

CABLE 0 --

NON-CABLE 1,225 --

GUARD/GUIDE WALL 0 --

BOLLARD 0 --

TEMPORARY BARRIER 0 --

NON TEMP/BOLLARD 0 --

INTERSECTION -- 32

LOW WATER CROSSING 0 0

MILE MARKER -- 0

OVERPASS -- 0

PARK BOUNDARY -- 3

PAVED DITCH 1,547 --

PULLOUT 0 0

RAILROAD CROSSING -- 0

RETAINING WALL 0 0

SIGN -- 66

STATE BOUNDARY -- 0

TRAFFIC LIGHT -- 0

TUNNEL 0 0

Data Collected 04/2012

Notice: Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all DCV driven routes. Culverts, drop inlets, and gates were also collected on all Manually

Rated Routes and Paved Parking areas. Those totals are reflected below.

8-1

MOCA: DCV ROUTE MAINTENANCE FEATURES SUMMARY

FEATURE R

O

U T

E

M O

C A

C A

S T

L E

A C

C E

S S

R O

A D

R O

U T

E

M O

W E

W E

L L

A C

C E

S S

R O

A D

R O

U T

E

M O

C A

B E

A V

E R

C R

E E

K

E S

T A

T E

S R

O A

D

R O

U T

E

M O

W E

B E

A V

E R

C R

E E

K R

O A

D

R O

U T

E

M O

W E

P

IC

N

IC

A R

E A

R O

A D

R O

U T

E

M O

C A

R E

S

ID

E N

C E

A R

E A

R O

A D

UNIT

BRIDGE EACH

CATTLE GUARD EACH

CULVERT EACH

CURB LINEAR FEET

DROP INLET EACH

GATE EACH

GUARD/GUIDE RAIL LINEAR FEET

CABLE LINEAR FEET

NON-CABLE LINEAR FEET

GUARD/GUIDE WALL LINEAR FEET

BOLLARD LINEAR FEET

TEMPORARY BARRIER LINEAR FEET

NON TEMP/BOLLARD LINEAR FEET

INTERSECTION EACH

LOW WATER CROSSING EACH

LOW WATER CROSSING LINEAR FEET

MILE MARKER EACH

OVERPASS EACH

PARK BOUNDARY EACH

PAVED DITCH LINEAR FEET

PULLOUT EACH

PULLOUT LINEAR FEET

RAILROAD CROSSING EACH

RETAINING WALL EACH

RETAINING WALL LINEAR FEET

SIGN EACH

STATE BOUNDARY EACH

TRAFFIC LIGHT EACH

TUNNEL EACH

TUNNEL LINEAR FEET

Data Collected 04/2012

0 0

0 0 0 0

Notice: Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5.

0 0

0 0

0 0 0

0 0 0 0

1,547

0 0 0 0

4 0

00 0 0 0

8-2

MOCA: DCV ROUTE MAINTENANCE FEATURES SUMMARY

FEATURE R

O

U T

E

M O

W E

R E

S

ID

E N

C E

R O

A D

UNIT

BRIDGE EACH

CATTLE GUARD EACH

CULVERT EACH

CURB LINEAR FEET

DROP INLET EACH

GATE EACH

GUARD/GUIDE RAIL LINEAR FEET

CABLE LINEAR FEET

NON-CABLE LINEAR FEET

GUARD/GUIDE WALL LINEAR FEET

BOLLARD LINEAR FEET

TEMPORARY BARRIER LINEAR FEET

NON TEMP/BOLLARD LINEAR FEET

INTERSECTION EACH

LOW WATER CROSSING EACH

LOW WATER CROSSING LINEAR FEET

MILE MARKER EACH

OVERPASS EACH

PARK BOUNDARY EACH

PAVED DITCH LINEAR FEET

PULLOUT EACH

PULLOUT LINEAR FEET

RAILROAD CROSSING EACH

RETAINING WALL EACH

RETAINING WALL LINEAR FEET

SIGN EACH

STATE BOUNDARY EACH

TRAFFIC LIGHT EACH

TUNNEL EACH

TUNNEL LINEAR FEET

Data Collected 04/2012

Notice: Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5.

8-3

STRUCTURE LIST

No data available for this section.

Data Collected 04/2012 8-4

Section 9

Route Maintenance Features

Road Logs

FROM

MILEPOST

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0010: MOCA CASTLE ACCESS ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM PARK BOUNDARY (PAVEMENT CHANGE AND FENCE)0.000

0.000 PARK BOUNDARY N/A N/A0.000

0.000 INTERSECTION N/A PAVED ROUTE (MONTEZUMA CASTLE ROAD / NON NPS)0.000

0.005 SIGN LEFT REGULATORY, SPEED LIMIT 350.005

0.013 SIGN RIGHT REGULATORY, SPEED LIMIT 350.013

0.033 CULVERT N/A N/A0.033

0.107 SIGN RIGHT GUIDE, MONTEZUMA CASTLE NATIONAL MONUMENT

UNITED STATES DEPARTMENT OF THE INTERIOR NATIONAL

PARK SERVICE

0.107

0.171 CULVERT N/A N/A0.171

0.218 SIGN RIGHT WARNING, 25 M.P.H.0.218

0.218 SIGN RIGHT WARNING, GRAPHIC SIGN NO TEXT0.218

0.266 SIGN RIGHT WARNING, GATE AHEAD SLOW DOWN0.266

0.327 SIGN LEFT GUIDE, MONTEZUMA CASTLE VISITOR CENTER 1 MILE0.327

0.327 SIGN LEFT GUIDE, OPEN 8 AM TO 5 PM0.327

0.327 SIGN LEFT GUIDE, U.S. FEE AREA0.327

0.338 SIGN LEFT GUIDE, BEAVER CREEK ESTATES RD0.338

0.343 INTERSECTION LEFT ROUTE 0012 (MOCA BEAVER CREEK ESTATES ROAD)0.343

0.358 CATTLE GUARD N/A N/A0.358

0.358 CULVERT N/A N/A0.358

0.363 GATE N/A N/A0.363

0.364 SIGN LEFT REGULATORY, NO0.364

0.364 SIGN RIGHT REGULATORY, STOP0.364

0.365 SIGN LEFT GUIDE, VEHICLE & PEDESTRIAN ENTRY PROHIBITED0.365

0.365 SIGN RIGHT GUIDE, UNABLE TO READ FROM VIDEO0.365

0.390 CULVERT N/A N/A0.390

0.403 SIGN RIGHT REGULATORY, SPEED LIMIT 350.403

0.408 INTERSECTION RIGHT ROUTE 0404 (MOCA WATER TANK ROAD)0.408

0.432 CULVERT N/A N/A0.432

0.536 CULVERT N/A N/A0.536

0.574 CULVERT N/A N/A0.574

9-1Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0010: MOCA CASTLE ACCESS ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.715 SIGN LEFT REGULATORY, SPEED LIMIT 350.715

0.753 SIGN RIGHT WARNING, 25 M.P.H.0.753

0.753 SIGN RIGHT WARNING, HILL0.753

1.056 PAVED DITCH RIGHT N/A0.790

0.879 GUARD/GUIDE RAIL LEFT N/A0.826

0.882 DROP INLET RIGHT N/A0.882

0.923 SIGN RIGHT GUIDE, ATTENTION BUSES ENGINE OFF POLICY ENFORCED

$50 FINE 36CFR 1.5

0.923

0.938 SIGN RIGHT WARNING, SLOW0.938

0.952 DROP INLET RIGHT N/A0.952

1.033 GUARD/GUIDE RAIL LEFT N/A1.002

1.022 DROP INLET RIGHT N/A1.022

1.048 SIGN RIGHT REGULATORY, NO PARKING ANY TIME1.048

1.048 SIGN RIGHT REGULATORY, SPEED LIMIT 151.048

1.069 INTERSECTION LEFT ROUTE 0400 (MOCA RESIDENCE AREA ROAD)1.069

1.070 SIGN RIGHT REGULATORY, NO PARKING ANY TIME1.070

1.074 CULVERT N/A N/A1.074

1.105 PAVED DITCH RIGHT N/A1.078

1.078 SIGN LEFT REGULATORY, NO PARKING ANY TIME1.078

1.086 SIGN LEFT REGULATORY, NO PARKING ANY TIME1.086

1.105 INTERSECTION N/A ROUTE 0900 (MOCA CASTLE VISITOR CENTER PARKING)1.105

1.105 SIGN N/A REGULATORY, ONE WAY1.105

1.105 ROUTE END N/A TO ROUTE 0900 (MOCA CASTLE VISITOR CENTER PARKING)1.105

9-2Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0011: MOWE WELL ACCESS ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM ROUTE 0013 (MOWE BEAVER CREEK ROAD) AT MP 0.46

(ON RIGHT)

0.000

0.000 INTERSECTION RIGHT ROUTE 0013 (MOWE BEAVER CREEK ROAD)0.000

0.000 SIGN N/A GUIDE, MONTEZUMA CASTLE SOUTH FLAGSTAFF NORTH0.000

0.000 INTERSECTION LEFT ROUTE 0013 (MOWE BEAVER CREEK ROAD)0.000

0.005 GATE N/A N/A0.005

0.005 SIGN LEFT REGULATORY, STOP0.005

0.006 SIGN LEFT GUIDE, UNABLE TO READ FROM VIDEO0.006

0.006 SIGN LEFT GUIDE, VEHICLE & PEDESTRIAN ENTRY PROHIBITED0.006

0.006 SIGN RIGHT GUIDE, GATE CLOSED 5 PM0.006

0.007 SIGN RIGHT REGULATORY, STOP0.007

0.034 INTERSECTION RIGHT ROUTE 0200 (MOWE PICNIC AREA ROAD)0.034

0.044 SIGN RIGHT GUIDE, MONTEZUMA WELL0.044

0.109 SIGN LEFT WARNING, GRAPHIC SIGN NO TEXT0.109

0.148 SIGN RIGHT GUIDE, PITHOUSE RUIN0.148

0.160 INTERSECTION LEFT ROUTE 0904 (MOWE PITHOUSE PARKING)0.160

0.170 SIGN LEFT GUIDE, PITHOUSE RUIN0.170

0.371 INTERSECTION N/A ROUTE 0903 (MOWE WELL PARKING)0.371

0.371 SIGN N/A REGULATORY, KEEP RIGHT0.371

0.371 ROUTE END N/A TO ROUTE 0903 (MOWE WELL PARKING)0.371

9-3Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0012: MOCA BEAVER CREEK ESTATES ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM ROUTE 0010 (MOCA CASTLE ACCESS ROAD) AT MP 0.34

(ON LEFT)

0.000

0.000 INTERSECTION RIGHT ROUTE 0010 (MOCA CASTLE ACCESS ROAD)0.000

0.000 INTERSECTION LEFT ROUTE 0010 (MOCA CASTLE ACCESS ROAD)0.000

0.006 SIGN LEFT GUIDE, MONTEZUMA CASTLE RD0.006

0.006 SIGN LEFT REGULATORY, STOP0.006

0.016 CULVERT N/A N/A0.016

0.016 SIGN RIGHT WARNING, DEAD END0.016

0.020 INTERSECTION LEFT ROUTE 0902 (MOCA ELEPHANT TRACKS PARKING)0.020

0.023 SIGN RIGHT REGULATORY, SPEED LIMIT 350.023

0.058 SIGN LEFT WARNING, GRAPHIC SIGN NO TEXT0.058

0.185 SIGN LEFT WARNING, GRAPHIC SIGN NO TEXT0.185

0.207 PARK BOUNDARY N/A N/A0.207

0.207 INTERSECTION N/A PAVED ROUTE (BEAR CREEK ESTATES ROAD / NON NPS)0.207

0.207 ROUTE END N/A TO PARK BOUNDARY (FENCE)0.207

9-4Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0013: MOWE BEAVER CREEK ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM WEST PARK BOUNDARY (PAVEMENT CHANGE)0.000

0.000 INTERSECTION N/A PAVED ROUTE (EAST BEAVER CREEK ROAD / NON NPS)0.000

0.000 PARK BOUNDARY N/A N/A0.000

0.052 CULVERT N/A N/A0.052

0.104 CULVERT N/A N/A0.104

0.148 SIGN RIGHT WARNING, GRAPHIC SIGN NO TEXT0.148

0.221 GUARD/GUIDE RAIL RIGHT N/A0.148

0.220 SIGN RIGHT REGULATORY, UNABLE TO READ FROM VIDEO0.220

0.242 CULVERT N/A N/A0.242

0.269 SIGN RIGHT WARNING, GRAPHIC SIGN NO TEXT0.269

0.344 GUARD/GUIDE RAIL RIGHT N/A0.269

0.344 SIGN RIGHT WARNING, GRAPHIC SIGN NO TEXT0.344

0.395 SIGN RIGHT WARNING, PAVEMENT ENDS0.395

0.407 CULVERT N/A N/A0.407

0.440 SIGN RIGHT GUIDE, OPEN 8 AM TO 5 PM0.440

0.440 SIGN RIGHT GUIDE, MONTEZUMA WELL0.440

0.440 SIGN RIGHT GUIDE, NATIONAL PARK SERVICE0.440

0.455 SIGN LEFT GUIDE, MONTEZUMA WELL0.455

0.455 SIGN LEFT GUIDE, UNABLE TO READ FROM VIDEO0.455

0.457 INTERSECTION RIGHT ROUTE 0011 (MOWE WELL ACCESS ROAD)0.457

0.465 SIGN RIGHT REGULATORY, NO DUMPING0.465

0.465 INTERSECTION N/A ROUTE 0013 (MOWE BEAVER CREEK ROAD) UNPAVED

SECTION

0.465

0.465 ROUTE END N/A TO NORTH PARK BOUNDARY (FENCE) AT MP 0.720.465

9-5Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0200: MOWE PICNIC AREA ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM ROUTE 0011 (MOWE WELL ACCESS ROAD) AT MP 0.03

(ON RIGHT)

0.000

0.000 INTERSECTION N/A ROUTE 0011 (MOWE WELL ACCESS ROAD)0.000

0.000 INTERSECTION LEFT ROUTE 0011 (MOWE WELL ACCESS ROAD)0.000

0.016 SIGN LEFT GUIDE, GRAPHIC SIGN NO TEXT0.016

0.016 SIGN LEFT GUIDE, GRAPHIC SIGN NO TEXT0.016

0.016 SIGN LEFT REGULATORY, YIELD0.016

0.017 GATE N/A N/A0.017

0.017 SIGN RIGHT GUIDE, GATE LOCKED 4 P.M.0.017

0.054 CULVERT N/A N/A0.054

0.101 INTERSECTION LEFT ROUTE 0906 (MOWE PREHISTORIC DITCH PARKING)0.101

0.117 SIGN RIGHT GUIDE, GRAPHIC SIGN NO TEXT0.117

0.117 SIGN RIGHT GUIDE, GRAPHIC SIGN NO TEXT0.117

0.117 SIGN RIGHT GUIDE, GRAPHIC SIGN NO TEXT0.117

0.118 INTERSECTION LEFT ROUTE 0401 (MOWE RESIDENCE ROAD)0.118

0.124 INTERSECTION N/A ROUTE 0905 (MOWE PICNIC AREA PARKING)0.124

0.124 ROUTE END N/A TO ROUTE 0905 (MOWE PICNIC AREA PARKING)0.124

9-6Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0400: MOCA RESIDENCE AREA ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM ROUTE 0010 (MOCA CASTLE ACCESS ROAD) AT MP 1.07

(ON LEFT)

0.000

0.000 INTERSECTION RIGHT ROUTE 0010 (MOCA CASTLE ACCESS ROAD)0.000

0.000 INTERSECTION LEFT ROUTE 0010 (MOCA CASTLE ACCESS ROAD)0.000

0.006 SIGN LEFT REGULATORY, STOP0.006

0.018 SIGN RIGHT GUIDE, RESIDENTIAL AREA EMPLOYEES ONLY0.018

0.018 SIGN RIGHT REGULATORY, RESTRICTED AREA NO ADMITTANCE0.018

0.048 INTERSECTION LEFT ROUTE 0403 (MOCA LAGOON ROAD)0.048

0.071 INTERSECTION RIGHT ROUTE 0901 (MOCA RESIDENCE AREA PARKING)0.071

0.085 INTERSECTION N/A ROUTE 0901 (MOCA RESIDENCE AREA PARKING)0.085

0.085 ROUTE END N/A TO ROUTE 0901 (MOCA RESIDENCE AREA PARKING)0.085

9-7Data Collected 04/2012

TO

MILEPOST FEATURE SIDE COMMENT

ROUTE 0401: MOWE RESIDENCE ROAD

MOCA: ROUTE MAINTENANCE FEATURES ROAD LOG

Culverts and drop inlets were marked by NPS and inventoried by RIP in Cycle 5 on all paved routes.

Notice:

0.000 ROUTE BEGIN N/A FROM ROUTE 0200 (MOWE PICNIC AREA ROAD) AT MP 0.12

(ON LEFT)

0.000

0.000 INTERSECTION LEFT ROUTE 0200 (MOWE PICNIC AREA ROAD)0.000

0.000 INTERSECTION RIGHT ROUTE 0200 (MOWE PICNIC AREA ROAD)0.000

0.007 SIGN RIGHT GUIDE, UNABLE TO READ FROM VIDEO0.007

0.007 SIGN RIGHT GUIDE, UNABLE TO READ FROM VIDEO0.007

0.046 CULVERT N/A N/A0.046

0.097 INTERSECTION LEFT UNPAVED PARKING0.097

0.128 INTERSECTION RIGHT ROUTE 0402 (MOWE SOUTH BOUNDARY ROAD)0.128

0.155 INTERSECTION N/A DEAD END0.155

0.155 ROUTE END N/A TO DEAD END AT DRIVEWAY0.155

9-8Data Collected 04/2012

Section 10

Appendix

10-1

Explanation of Changes to the RIP Index Equations and

Determination of PCR

In 2005, the FHWA began implementing the use of a Pavement Management System to assist the National Park Service in prioritizing Pavement Maintenance and Rehabilitation activities.

The PMS used by FHWA is the Highway Pavement Management Application (HPMA) and this software has the ability to store inventory and condition data from RIP and forecast future performance using prediction models. Outputs include performance and condition reports at the National, Region, Park, or Route level. A regional prioritized list and optimization have been produced for most regions and the Federal Highway Deferred Maintenance is calculated via the HPMA as well.

In an effort to improve the accuracy of treatment recommendations and pavement condition descriptions vis a vis the distresses and indexes that comprise the Pavement Condition Rating (PCR), an extensive study was completed throughout 2010 that has resulted in changes to the Road Inventory Program condition reporting method and specifically, the calculation of PCR. It was determined that a better representation of PCR could be achieved by modifying the relative impact certain distresses would have on the overall rating.

Through the use of HPMA data, it was noted that false failure indicators existed with the existing PCR model, and that it would be necessary to reduce their impact. The distresses affected in this way were Rutting and Roughness. Conversely, experience showed that roadways with extensive cracking present were often shown to have a high PCR. Therefore, the crack index models were adjusted to be more sensitive to changes in crack severity or quantity. It was also determined that these issues were not due to a problem with data acquisition (i.e. the RIP “van”), but with the way the collected data was processed. The final change was to provide guidance on when to use the Roughness Condition Index (RCI) in the PCR calculation. Roughness data is of little value to determining overall condition on routes that, due to their length or geometrics, have lower vehicle operating speeds. Therefore, in Cycle 5, only routes that have lengths of one half mile or greater and posted speed limits of 25 mph or greater will have RCI reported and included in the PCR calculations.

The changes that were implemented were endorsed by management at both the FHWA and NPS.

In order to show the effectiveness of these changes, several sites were ground truth tested to ensure that an improvement was achieved between the relationship of PCR and the actual Maintenance and Rehabilitation needs that were represented. The changes will allow greater use of RIP and HPMA data for not simply condition data reporting, but also as a reliable tool for project identification and selection.

10-3

DESCRIPTION OF RATING SYSTEM

The Federal Highway Administration (FHWA), Road Inventory Program (RIP) for the National Park Service (NPS), collects roadway condition data on paved surfaces (asphalt, concrete, brick, and cobblestone) on roads, parkways, and parking areas in national parks nationwide. The road surface condition data is collected using an automated Data Collection Vehicle (DCV). Roads having brick or cobblestone surfacing are not normally surveyed with the DCV, but are manually rated for condition rating.

The FHWA RIP is implemented based on the premise that an accurate pavement surface condition assessment can be accomplished using automated crack detection technology as applied to digital images. Various methods of pavement condition assessment have been developed over the years with varying degrees of accuracy and acceptance. The use of digital photography to record pavement images and subsequent crack detection and classification has undergone continuous improvements over the past decade. Digital cameras with increasingly superior resolution and high definition have become more affordable, and the proprietary programming code and algorithms have been improved in crack detection software.

With the use of quality digital photography and automated crack detection software, FHWA RIP is tasked with executing a pavement condition assessment on about 5000 miles of National Park Service roads and parkways. Foremost in setting up the basis of pavement distress identification is employing the distress identification protocols used by FHWA. There is no single distress identification system that is universal among entities conducting a program of distress identification. For the purpose of the NPS RIP, FHWA employs distress identification protocols that are specific to this program.

FHWA has referenced the “Distress Identification Manual for the Long-Term Pavement

Performance Program”, Publication No. FHWA-RD 03-031, June 2003, as the point-of-reference for distress types on NPS pavement. In truth, the FHWA RIP distress types are similar to those described in the LTPP manual with some modifications. This document, “Distress

Identification Manual for the NPS Road Inventory Program, Cycle 5, 2010-2013” was developed using the “Distress Identification Manual for the Long-Term Pavement Performance

Program” as a guideline. Definitions of severity levels based on crack width contained in this document adhere to the LTPP Distress ID Manual. Modifications have been made to the definition of Alligator and Longitudinal Cracking and determination of Alligator Cracking severity.