AZ APMS Summary Report 2010 - ASU Digital Repository · American Society for Testing and Material (ASTM) Standard D5340, Standard Test Method for ... 2010 Arizona APMS Update Statewide

2010 ARIZONA AIRPORTS PAVEMENTMANAGEMENT SYSTEM UPDATESTATEWIDE SUMMARY REPORT

p r o v i d i n g e n g i n e e r i n g s o l u t i o n s t o i m p r o v e p a v e m e n t p e r f o r m a n c e

Prepared For: Arizona Department of Transportation Multimodal Planning Division Aeronautics Group 206 South 17th Avenue Phoenix, Arizona 85007

Prepared By: Applied Pavement Technology, Inc. 115 West Main Street, Suite 400 Urbana, Illinois 61801 217-398-3977 www.appliedpavement.com

In Association With: Z&H Engineering, Inc. 9200 E. Pima Center Parkway, Suite 240 Scottsdale, Arizona 85258 602-997-7536 Gutierrez Civil Solutions, LLC 4309 W. Saint Kateri Drive Laveen, Arizona 85339 602-441-4567

September 2010

The preparation of this report was funded by the Arizona Department of Transportation (Grant Number E10S15) and the Federal Aviation Administration (Grant Number 3-04-000-03). The authors, however, are solely responsible for its findings and conclusions, which may not represent the official views or policies of the funding agency.

2010 ARIZONA AIRPORTS PAVEMENT

MANAGEMENT SYSTEM UPDATE

STATEWIDE SUMMARY REPORT

2010 Arizona APMS Update Statewide Summary Report September 2010

Applied Pavement Technology, Inc. i

TABLE OF CONTENTS INTRODUCTION............................................................................................................. 1

Background ................................................................................................................. 1 Scope of Work and Deliverables.................................................................................. 2 Project Findings........................................................................................................... 4

SYSTEMS INVENTORY AND NETWORK DEFINITION ................................................ 5 Introduction.................................................................................................................. 5 Systems Inventory Process ......................................................................................... 5 Network Definition........................................................................................................ 5 Systems Inventory Results .......................................................................................... 6

PAVEMENT EVALUATION............................................................................................. 9 Pavement Condition Survey Procedure....................................................................... 9

Areas Inspected ..................................................................................................... 11 Additional Data Collected....................................................................................... 11 PCI Data Analysis .................................................................................................. 12

Pavement Condition Survey Results ......................................................................... 12 Typical Distress Types ........................................................................................... 12 Overall PCI Values................................................................................................. 12

APMS CUSTOMIZATION ............................................................................................. 21 Database-Related Customization .............................................................................. 21

Network Level Customization................................................................................. 21 Branch Level Customization .................................................................................. 21 Section Level Customization.................................................................................. 22

Performance Models.................................................................................................. 23 Treatment Types and Rehabilitation Guidelines ........................................................ 24 Prioritization Rules..................................................................................................... 26

ARIZONA PAVEMENT PRESERVATION PROGRAM ................................................. 27 Introduction................................................................................................................ 27 Major Pavement Rehabilitation Needs....................................................................... 27 Pavement Preservation Needs .................................................................................. 27 Arizona Pavement Preservation Program.................................................................. 27

PAVEMENT MANAGEMENT PROGRAM UPDATE REQUIREMENTS ....................... 37 System Upkeep Guidelines ....................................................................................... 37 Training Courses ....................................................................................................... 37

SUMMARY.................................................................................................................... 39

September 2010 2010 Arizona APMS Update Statewide Summary Report

ii Applied Pavement Technology, Inc.

LIST OF FIGURES Figure 1. Pavement condition versus cost of repair........................................................ 1 Figure 2. Pavement area distributed by surface type. .................................................... 6 Figure 3. Pavement area distributed by use................................................................... 7 Figure 4. PCI versus repair type................................................................................... 10 Figure 5. Visual representation of the PCI scale. ......................................................... 10 Figure 6. Summary of area-weighted PCI distributed by surface type and facility type. ... 13 Figure 7. Condition distribution..................................................................................... 14 Figure 8. Performance model application..................................................................... 23

LIST OF TABLES Table 1. Arizona project airports. ................................................................................... 3 Table 2. Inspection sampling rate. ............................................................................... 11 Table 3. Commonly observed asphalt cement concrete distress types........................ 15 Table 4. Commonly observed PCC distress types. ...................................................... 16 Table 5. 2010 pavement condition by airport. .............................................................. 17 Table 6. Arizona APMS performance models. ............................................................. 24 Table 7. Arizona’s treatment set................................................................................... 25 Table 8. Arizona’s PPRNs1. ......................................................................................... 26 Table 9. 2011- 2018 APPP1. ........................................................................................ 28 Table 10. Projects exceeding $600,0001...................................................................... 36

LIST OF APPENDICES Appendix A. Pavement Condition Summary Appendix B. Paint Remarking Recommendations Appendix C. Sections Requiring Major Rehabilitation Appendix D. Unlimited Annual Budget Pavement Preservation Program


Applied Pavement Technology, Inc. 1

INTRODUCTION

Background Pavement management is a systematic process of monitoring and preserving pavement assets cost-effectively. An airport pavement management system (APMS) is a tool that facilitates the identification and prioritization of maintenance and rehabilitation (M&R) needs, the preparation of cost-effective repair programs, and the estimation of repair quantities. It provides the fact-based information needed to make better decisions regarding the significant investment that the airport pavements represent. In 2000, the Arizona Department of Transportation (ADOT) implemented an APMS to monitor the condition of the Arizona airport pavement infrastructure and to proactively plan for its preservation. Prior to the implementation of its APMS, ADOT did not have the objective data readily available to determine the validity of pavement-related funding requests or to prioritize such projects when funding levels were insufficient. Further, it did not know whether needed projects were being requested in a timely manner. The timing of projects is important because pavement preservation actions (such as crack sealing and surface treatments) can extend the life of a pavement in a very cost- effective manner when applied when a pavement is in relatively good condition. In addition, once a pavement has deteriorated to the point where pavement preservation is no longer the appropriate action, it is critical to step in with major rehabilitation (such as an overlay) as soon as possible. As illustrated in figure 1, if the pavement is allowed to continue to deteriorate, the cost for major rehabilitation will increase significantly as the pavement structure becomes compromised. At some point, the pavement structure will become so degraded that the only viable alternative remaining is very costly reconstruction. ADOT’s APMS allows it to track the condition of airport pavements, thereby permitting it to estimate the optimal time to apply different levels of pavement maintenance and rehabilitation.

EXCELLENT

FAILED

75% OF PAVEMENT LIFE 12% OF PAVEMENT LIFE

40% DROP IN CONDITION

40% DROP IN CONDITION

$1.00 FOR M&R HERE

$4.00 TO $5.00 FOR M&R HERE

AGE

CO

ND

ITIO

N

Figure 1. Pavement condition versus cost of repair.


2 Applied Pavement Technology, Inc.

Monitoring the condition of airport pavements and using an APMS to plan for the needs of the pavement infrastructure provides ADOT with the ability to advise and assist airports on methods to obtain optimal use of their pavement. These benefits include:

• Objectively monitor the condition of pavement system. • Select more cost-effective M&R treatments. • Extend pavement life through the application of preventive maintenance actions, such

as crack sealing and surface treatments. • Track the performance of selected treatments. • Provide information needed to justify and secure funding. • Show the impact of funding decisions. • Assure best return on investment. • Communicate pavement conditions and needs. • Assist Arizona NPIAS airports in meeting the requirements of Public Law 103-305

and in meeting FAA Advisory Circular 150/5380-6B, Guidelines and Procedures for Maintenance of Airport Pavements.

ADOT’s APMS enables the agency to monitor the pavement infrastructure at the airports in the state in an effective, efficient, and reliable manner. This in turn helps the Aeronautics Group be a good steward of the resources entrusted to it. The resulting reports and maintenance plans, distributed to both the airports and the FAA for their use, provide the data needed to identify and prioritize projects for inclusion in ADOT’s Airport Pavement Preservation Program (APPP). ADOT’s APMS does not negate each airport’s responsibility to perform day to day maintenance, conduct regular inspections, and maintain records of their pavement maintenance activities. Scope of Work and Deliverables As part of ADOT’s continuing airport pavement management activities, Applied Pavement Technology (APTech), with assistance from Z & H Engineering, Inc. (Z & H) and Gutierrez Civil Solutions, LLC (GCS), completed an update to ADOT’s APMS in 2010. During this project, pavement conditions at the airports listed in table 1 were assessed using the pavement condition index (PCI) procedure. This methodology is the industry standard for visually assessing the condition of airport pavements, and is documented in FAA Advisory Circular 150/5380-6B, Guidelines and Procedures for Maintenance of Airport Pavements and the American Society for Testing and Material (ASTM) Standard D5340, Standard Test Method for Airport Pavement Condition Index Surveys. Pavement condition data collected as part of independent projects for Tucson International Airport and Pinal Airpark were obtained and incorporated into the state database. In addition, the City of Phoenix undertook an independent PCI and APMS project for Phoenix Sky Harbor International, Phoenix Deer Valley, and Phoenix Goodyear Airports in 2010; the data for Phoenix Deer Valley and Phoenix Goodyear Airports were incorporated into ADOT’s project. Data for Phoenix Sky Harbor International Airport were not available upon completion of this project and therefore not incorporated into this study. The PCI data were used to update the ADOT MicroPAVER pavement management database and associated maps. The data were then analyzed to determine current pavement condition, predict future pavement condition, and develop the APPP. The results of this analysis are presented in this statewide report. In addition to this report, individual reports were prepared for the airports inspected during this project. An interactive pavement management data access CD was also delivered, and a web-based pavement data



access program accessible from ADOT’s website was created. Training in the PCI procedure and the pavement management software was also conducted.

Table 1. Arizona project airports.

Project Airport Associated City Project Airport Associated City

Bagdad Airport Bagdad Laughlin/Bullhead International Airport Bullhead City

Benson Municipal Airport Benson Marana Regional Airport Tucson Bisbee Municipal Airport Bisbee Nogales International Airport Nogales Bisbee Douglas International Airport Douglas/Bisbee Page Municipal Airport Page

Buckeye Municipal Airport Buckeye Payson Airport Payson Casa Grande Municipal Airport Casa Grande Phoenix Deer Valley

Airport1 Phoenix

Chandler Municipal Airport Chandler Phoenix Goodyear Airport1 Goodyear

Cochise College Airport Douglas Phoenix-Mesa Gateway Airport Phoenix

Cochise County Airport Willcox Pinal Airpark2 Marana Colorado City Municipal Airport Colorado City Rolle Airfield San Luis

Coolidge Municipal Airport Coolidge Ryan Field Airport Tucson Cottonwood Airport Cottonwood Safford Regional Airport Safford Douglas Municipal Airport Douglas San Manuel Airport San Manuel Eloy Municipal Airport Eloy Scottsdale Airport Scottsdale Eric Marcus Municipal Airport Ajo Sedona Airport Sedona

Ernest A. Love Field Airport Prescott Seligman Airport Seligman

Falcon Field Airport Mesa Show Low Regional Airport Show Low

Flagstaff Pulliam Airport Flagstaff Sierra Vista Municipal Airport – Libby AAF Sierra Vista

Gila Bend Municipal Airport Gila Bend Springerville Municipal

Airport Springerville

Glendale Municipal Airport Glendale St Johns Industrial Air Park St Johns Grand Canyon National Park Airport Grand Canyon Taylor Airport Taylor

Greenlee County Airport Clifton/Morenci Tombstone Municipal Airport Tombstone

H.A. Clark Memorial Field Airport Williams Tucson International Airport3 Tucson

Holbrook Municipal Airport Holbrook Wickenburg Municipal Airport Wickenburg

Kearny Airport Kearny Winslow – Lindbergh Regional Airport Winslow

Kingman Airport Kingman Yuma MCAS/Yuma International Airport Yuma

Lake Havasu City Airport Lake Havasu City 1These airports were not inspected during this project. The result of a PCI inspection completed in the summer of 2010 was incorporated into the statewide database. 2This airport was not inspected during this project. The results of a PCI inspection conducted in the fall of 2009 were incorporated into the statewide database. 3This airport was not inspected during this project. The results of a PCI inspection conducted in early 2010 were incorporated into the statewide database.



Project Findings Following is a summary of the findings of this study:

• The overall pavement area of the airports included in the ADOT APMS database is approximately 15.6 million square yards. Excluding Tucson International Airport, the area is approximately 14.2 million square yards.

• The 2010 condition of the APMS system is an area-weighted PCI value of 75. Excluding Tucson International Airport, the area-weighted PCI is 75 which is a substantial decrease from an area-weighted PCI of 81 in 2006 for the same group of airports.

• If no funding is provided for pavement maintenance or rehabilitation, the pavement system will experience a slow but steady decline in condition, with an anticipated PCI of 60 for the entire system by 2018 and an anticipated PCI of 61 of the system excluding Tucson International Airport and Phoenix Sky Harbor International Airport by 2018.

• If the APPP plan (which excludes Tucson International Airport) presented in this report was to be funded, an approximate total of $141.5 million would be needed over the next eight years.



SYSTEMS INVENTORY AND NETWORK DEFINITION

Introduction The project began with a review of the existing inventory information for each of the airports. This information was used to update the pavement management database and associated maps as necessary to account for pavement-related work undertaken since the last time (2006) ADOT evaluated the airports. This chapter describes how the inventory portion of the APMS database was updated. Systems Inventory Process Z & H conducted a records review to obtain information on pavement-related projects completed at the airports since 2006. APTech incorporated this information into the pavement management database and updated the system inventory. Existing APMS databases for Tucson International, Pinal Airpark, Phoenix Deer Valley, and Phoenix Goodyear Airports were incorporated into the ADOT APMS to obtain inventory and condition data for those airports. Network Definition The first step in the pavement evaluation process is to divide the pavement infrastructure at each airport into management units. The establishment of management units consists of creating an organizational hierarchy of all airport pavements. The highest level is the network. In the Arizona database, each airport is an individual network that is comprised of branches. In the airport setting, branches consist of distinct runways, taxiways, aprons/helipads, T-hangars, and any other pavement grouping that can be defined by a change in usage. Branches are further divided into sections. Under traditional definitions, sections are parts of the branch that share common attributes, such as the cross-section, traffic level, and performance. However, the Aeronautics Group elected to modify the formal definition of sections to more closely mimic actual management areas at an airport. The third subdivision or level is called a sample unit. Sections are divided into sample units for the purposes of pavement inspection. Each section was labeled using commonly-followed conventions that identify the section by usage and sequence. For example, all runways sections begin with “RW” followed by the runway number designation (e.g., Runway 12-30 is labeled RW1230). Likewise, taxiways begin with “TW,” aprons/helipads begin with “A” and “HP” respectively, and T-hangars begin with “TH.” Section numbering typically begins with “10” and proceeds in increments of 10 along the length of the facility. Sample unit numbering begins with “01” and proceeds in increments of 1. Numbering is done north to south and west to east where possible. This labeling protocol is used in the APMS database. Network definition maps identify the location of all branches, sections, and sample units that were prepared for each airport and are provided in the individual reports. These maps were linked with MicroPAVER’s internal map viewing system, allowing pavement-related information to be viewed via airport maps.



Systems Inventory Results The total area of pavement included in the Arizona APMS is approximately 15.6 million square yards, and the area-weighted age of pavement is 15.6 years (where age is defined as the time since construction or last major rehabilitation). If Tucson International Airport is excluded, the area is approximately 14.2 million square yards and the area-weighted age is 15.8 years. Figure 2 shows the pavement area of the Arizona airport system separated by surface type, where the surface types are defined as follows:

• AC: Asphalt concrete pavement. • AAC: Asphalt overlay of an asphalt concrete pavement. • APC: Asphalt overlay of a portland cement concrete pavement. • PCC: Portland cement concrete pavement.

In figure 3, the pavement areas are separated by pavement use (apron/helipad, runway, taxiway, and T-hangar). Appendix A summarizes the inventory information for each airport. More detailed inventory information is contained in ADOT’s APMS MicroPAVER database and in the individual airport reports.

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AAC AC APC PCC

Pavement Surface Type

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Figure 2. Pavement area distributed by surface type.



4.9

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Apron/Helipad Runway Taxiway T-Hangar

Facility Type

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Figure 3. Pavement area distributed by use.





PAVEMENT EVALUATION

APTech inspected the pavements at the majority of the project airports between March and May of 2010. Tucson International Airport, Pinal Airpark, Phoenix Deer Valley, and Phoenix Goodyear Airports were not inspected; however, the existing APMS databases for those airports were incorporated into the ADOT APMS database to obtain inventory and condition data. Pavement Condition Survey Procedure The pavements were inspected using the PCI methodology as documented in the following publications:

• The FAA Advisory Circular 150/5380-6B, Guidelines and Procedures for Maintenance of Airport Pavements.

• The American Society for Testing and Material Standard D5340, Standard Test Method for Airport Pavement Condition Index Surveys.

The PCI procedure is the standard method used by the aviation industry to visually assess pavement condition. It was developed to provide a consistent, objective, and repeatable tool to represent the overall pavement condition. This methodology involves walking over the pavement, identifying the type and severity of distress present, and measuring the quantity of distress. The PCI scale ranges from a value of 0 (representing a pavement in a failed condition) to a value of 100 (representing a pavement in excellent condition). In general terms, pavements above a PCI of 85 that are not exhibiting significant load-related distress will benefit from routine maintenance actions, such as periodic crack sealing or patching. Pavements with a PCI of 56 (65 for PCC pavements) to 85 may require pavement preservation, such as a surface treatment, thin overlay, or PCC joint resealing. Often, when the PCI is 55 or less, major rehabilitation, such as a thick overlay, or reconstruction are the only viable alternatives due to the substantial damage to the pavement structure. Figure 4 illustrates how the appropriate repair type varies with the PCI of a pavement section. Figure 5 shows a series of pavement photographs with associated PCI values. It should be noted that a PCI value is based on visual signs of pavement deterioration and does not provide a measure of structural capacity.



Figure 4. PCI versus repair type.

Typical Pavement Surface PCI

100

75

20

Figure 5. Visual representation of the PCI scale.

100

85

55

0

Routine Maintenance

Major Rehabilitation

Pavement Preservation

Pave

men

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(PC

I)



Areas Inspected By evaluating a statistically-selected number of sample units, an estimate of a section’s condition can be obtained. Table 2 shows the sampling rate that ADOT specified for this project. In addition, areas exhibiting unusual distress or condition were inspected as additional sample units in accordance with the procedure. The section PCI is extrapolated from the PCI values of the sample units that are inspected within a section.

Table 2. Inspection sampling rate.

PCC Pavements AC Pavements N n N n

1 - 3 all 1 - 3 all 4 3 4 3

5 - 7 4 5 - 9 4 8 - 10 5 10 - 20 5

11 - 16 6 21 - 30 6 17 - 28 7 31 - 70 7 29 - 64 8 >70 10%, but < 17 65 - 90 9

> 90 10%, but < 32

N = total number of sample units in section n = number of sample units to inspect

Additional Data Collected While the PCI results give a general indication of the overall condition of the pavement, the specific maintenance or rehabilitation needs of a pavement are often obscured by such an index. In addition to reporting the PCI survey results, the survey crews identified the specific typical distresses that were present, any unique distresses observed and their possible causes, and the overall condition of the section. Furthermore, detailed notes were taken regarding items of importance that are not part of a typical PCI survey. For example, attributes such as the condition and presence of the joint or crack sealant, the appearance of the recent maintenance and the surface treatments, and the condition of the pavement edge are noted. In addition, the condition of the paint markings for each section at each airport (with the exception of Tucson International, Phoenix-Goodyear, and Phoenix-Deer Valley Airports since data for those airports were obtained from outside sources that did not evaluate the condition of the paint markings) was recorded. The markings were rated as satisfactory or unsatisfactory based on whether the markings were visible and the paint and reflectivity appeared intact per FAA AC 150/5340-1J (1K is currently in draft form and under review). Following is a short description of each category:

1. Not Applicable (N/A): No paint markings exist to rate.

2. Satisfactory (SAT): Markings that are still visible and in good condition, requiring no maintenance or remarking.



3. Unsatisfactory: Markings that require maintenance or remarking in the near future and any of the following conditions are present:

a. Paint is faded to the point where markings are not easily visible from a distance (U-FA).

b. Paint is flaking off the surface or has worn to a point where portions of the painted surface no longer have paint on them (U-CH).

c. Painted areas have a large amount of superficial cracking within their limits, degrading the integrity of the painted area and reducing its visibility (U-CR).

All sections with an unsatisfactory paint rating that are recommended for paint remarking are listed in appendix B. Additionally, during the condition surveys, the survey crews took numerous photographs of distresses observed on the pavement, both to record typical conditions and to highlight areas of concern. These photographs are provided in the individual reports, in the interactive pavement management data access CD, as well as in the interactive web-based data access program available through ADOT’s website. PCI Data Analysis After the visual distress data were collected and entered into the ADOT APMS database, the PCI for each section was calculated and the types of distress present were analyzed. PCI distress types are characterized as load-related (such as alligator cracking and shattered slabs), climate/durability-related (such as weathering [climate-related] and D-cracking [durability-related]), and other (distress types that cannot be attributed solely to load or climate/durability). Understanding the cause of distress helps in selecting a rehabilitation alternative that corrects the cause and thus eliminates its recurrence. The loss in PCI over time (i.e., the pavement’s rate of deterioration) is another factor of interest in evaluating the performance of a pavement. Low deterioration rates indicate a more durable pavement structure, whereas high deterioration rates may indicate a less durable pavement structure, or one that is not performing as expected. Pavements with high deterioration rates warrant close monitoring in the future. Pavement Condition Survey Results Typical Distress Types While a full range of distress types was observed during the inspections, tables 3 and 4 contain information on the most common distress types identified during the PCI surveys. The majority of distresses observed may be attributed to the climate and to material properties. Overall PCI Values The 2010 area-weighted PCI of the airports in the ADOT APMS database is 75; excluding Tucson International Airport the area-weighted condition is 75. This compares to an area-weighted PCI of 81 in 2006, 82 in 2003, and 80 in 2000. This shows the importance of an APMS in maintaining an acceptable statewide PCI. Figures 6 show how the area-weighted PCI varies by surface type and facility type, and figure 7 shows the distribution of the pavement conditions (PCI versus pavement area) by the type of work needed (routine maintenance, pavement preservation, or major rehabilitation). In this figure, routine maintenance refers to activities such as patching or crack sealing, pavement preservation includes thin overlays and



surface treatments, and major rehabilitation consists of thick overlays or reconstruction. The overall area-weighted PCI and area-weighted age of each airport are listed in table 5. In addition, the area-weighted PCI of each facility type at the airports as well as the airport’s classification are also listed in table 5. Appendix A lists the PCI value for each section, as well as the percentage of distress identified that can be attributed to load or climate. Detailed distress data are available in the individual airport reports and in the pavement management database.

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79 7875

6973 75 74

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Apron/Helipad Runway Taxiway T-Hangar

Facility Type

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AAC

AC

APC

PCC

Figure 6. Summary of area-weighted PCI distributed by surface type and facility type.



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0-55 56-85 86-100

Pavement Condition Index (PCI) Range

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Figure 7. Condition distribution.

Major Rehabilitation

Pavement Preservation Routine Maintenance



Table 3. Commonly observed asphalt cement concrete distress types.

Distress Type Distress Definition (ASTM D-5340)

Longitudinal and Transverse Cracking

Longitudinal cracks are parallel to the pavement’s centerline or laydown direction. They may be caused by (1) a poorly constructed paving lane joint, (2) hardening of the asphalt, or (3) a reflective crack caused by cracks beneath the surface course, including cracks in PCC slabs (but not at PCC joints). Transverse cracks extend across the pavement approximately perpendicular to the pavement’s centerline or direction of laydown. They may be caused by (2) or (3). These types of cracks are not usually load associated.

Raveling and Weathering

Raveling and weathering are the wearing away of the pavement surface caused by the dislodging of aggregate particles and loss of asphalt or tar binder. Both may indicate that the asphalt binder has hardened significantly.

Bleeding

Bleeding is a film of bituminous material on the pavement surface that creates a shiny, glass-like, reflecting surface that usually becomes quite sticky. Bleeding is caused by excessive amounts of asphaltic cement or tars in the mix, low air void content, or both. It occurs when asphalt fills the voids of the mix during hot weather and then expands out onto the surface of the pavement. Since the bleeding process is not reversible during cold weather, asphalt or tar will accumulate on the surface.

Oil/Fuel Damage

Oil/Fuel Damage is measured in square feet of surface area. An oil/fuel spill is not a distress unless material has been lost or the binder has been softened. If hardness of the stain is approximately the same as on surrounding pavement, and if no material has been lost, the oil/fuel spill is not recorded.

Alligator (Fatigue) Cracking

Alligator (fatigue) cracking appears as a series of interconnecting cracks caused by fatigue failure of the AC surface. The fatigue failure is most often the result of repeated traffic loading. The cracking initiates at the bottom of the AC surface (or stabilized base) where tensile stress and strain are highest under a wheel load. The cracks propagate to the surface initially as a series of parallel cracks. After repeated traffic loading, the cracks connect, forming many-sided, sharp-angled pieces that develop a pattern resembling the skin of an alligator. The pieces are less than 2 feet in length on the longest side. Alligator cracking occurs only in areas that are subjected to repeated traffic loadings, such as wheel paths, and is considered a major structural distress.

Block Cracking

Block cracks are interconnected cracks that divide the pavement into rectangular-shaped pieces. The blocks may range in size from approximately 1 by 1 foot to 10 by 10 feet. Block cracking is caused mainly by shrinkage of the asphalt concrete and daily temperature cycling, and is not load associated. The occurrence of block cracking usually indicates that the asphalt has hardened significantly. Block cracking normally occurs over a large portion of pavement area.



Table 4. Commonly observed PCC distress types.

Distress Type Distress Definition (ASTM D-5340)

Corner Spalling

Corner spalling is the raveling or breakdown of the slab within approximately 2 feet of the corner. A corner spall differs from a corner break in that the spall usually angles downward to intersect the joint, while a break extends vertically through the slab.

Joint Spalling

Joint spalling is the breakdown of the slab edges within 2 feet of the side of the joint. A joint spall usually does not extend vertically through the slab but intersects the joint at an angle. Spalling results from excessive stresses at the joint or crack caused by infiltration of incompressible materials or traffic load. Weak concrete at the joint (caused by overworking) combined with traffic loads is another cause of spalling.

Joint Seal Damage

Joint seal damage is any condition that enables soil or rocks to accumulate in the joints or allows significant infiltration of water. Accumulation of incompressible materials prevents the slabs from expanding and may result in buckling, shattering, or spalling. Typical types of joint seal damage are: (1) stripping of joint sealant, (2) extrusion of joint sealant, (3) weed growth, (4) hardening of the filler (oxidation), (5) loss of bond to the slab edges, and (6) lack or absence of sealant in the joint.

Scaling, Map Cracking, and Crazing

Map cracking or crazing refers to a network of shallow, fine, or hairline cracks that extend only through the upper surface of the concrete. The cracks tend to intersect at angles of 120 degrees. Map cracking or crazing is usually caused by over finishing the concrete. Scaling may also be caused by deicing salts, improper construction, freeze-thaw cycles, and poor aggregate. Another recognized source of distress is the reaction between the alkalis of some cements and certain minerals in some aggregates.

Shrinkage Cracks

Shrinkage cracks are hairline cracks that are usually only a few feet long and do not extend across the entire slab. They are formed during the setting and curing of the concrete and usually do not extend through the depth of the slab.

Shattered Slab/Intersecting Cracks

Intersecting cracks are cracks that break the slab into four or more pieces due to overloading, inadequate support, or both.

Longitudinal, Transverse, and Diagonal Cracks

These cracks, which divide the slab into two or three pieces, are usually caused by a combination of load repetition, curling stresses, and shrinkage stresses. Low-severity cracks are usually warping- or friction-related and are not considered major structural distresses. Medium- or high-severity cracks are usually working cracks and are considered major structural distresses.

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Table 5. 2010 pavement condition by airport.

Airport Name Associated

City Pavement Area (sf)

Airport Classification

Overall PCI

Runway PCI

Taxiway PCI

Apron/ Helipad

PCI T-Hangar

PCI

Overall Area-Weighted Age

(years)

Bagdad Airport Bagdad 361,577 GA Basic 92 94 88 84 - 7

Benson Municipal Airport Benson 881,245 GA Community 90 78 96 99 95 7

Bisbee Douglas International Airport Douglas/Bisbee 2,283,063 GA Rural 51 83 40 24 1 27

Bisbee Municipal Airport Bisbee 780,157 GA Rural 84 100 53 73 - 9

Buckeye Municipal Airport Buckeye 1,481,063 GA Community 70 70 67 74 - 14

Casa Grande Municipal Airport Casa Grande 2,100,078 GA Community 75 63 65 85 82 20

Chandler Municipal Airport Chandler 4,314,627 Reliever 79 69 70 81 99 12

Cochise College Airport Douglas 835,611 GA Rural 49 53 45 46 - 19

Cochise County Airport Willcox 761,625 GA Community 74 66 100 78 72 10

Colorado City Municipal Airport Colorado City 1,141,223 GA Community 68 64 93 67 49 16

Coolidge Municipal Airport Coolidge 1,932,504 GA Community 62 66 63 46 93 18

Cottonwood Airport Cottonwood 940,615 GA Community 76 74 77 77 - 22

Douglas Municipal Airport Douglas 1,168,488 GA Community 64 50 62 79 - 14

Eloy Municipal Airport Eloy 724,702 GA Community 81 100 72 66 52 6

Eric Marcus Municipal Airport Ajo 1,012,634 GA Rural 48 70 74 40 - 47

Ernest A. Love Field Airport Prescott 5,580,677 Commercial Service 78 83 77 74 80 12

Falcon Field Airport Mesa 6,997,811 Reliever 72 77 86 75 61 15

Flagstaff Pulliam Airport Flagstaff 3,520,449 Commercial Service 86 96 87 88 37 10

Gila Bend Municipal Airport Gila Bend 850,988 GA Rural 67 60 71 77 - 20

Table 5. 2010 pavement condition by airport (continued).

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Overall PCI

Runway PCI

Taxiway PCI

Apron/ Helipad

PCI T-Hangar

PCI


(years)

Glendale Municipal Airport Glendale 3,712,792 Reliever 65 88 90 47 68 15

Grand Canyon National Park Airport Grand Canyon 3,463,377 Commercial

Service 85 81 88 87 - 8

Greenlee County Airport Clifton/Morenci 728,916 GA Rural 77 76 91 34 - 11

H.A. Clark Memorial Field Airport Williams 1,442,130 GA Community 82 77 100 76 - 7

Holbrook Municipal Airport Holbrook 1,042,770 GA Community 71 71 78 61 - 11

Kearny Airport Kearny 291,027 GA Rural 66 65 - 72 - 12

Kingman Airport Kingman 6,121,808 Commercial Service 67 71 60 68 73 24

Lake Havasu City Airport Lake Havasu City 3,285,419 GA Community 67 69 68 65 69 16

Laughlin/Bullhead International Airport Bullhead City 3,262,900 Commercial

Service 81 93 74 76 - 9

Marana Regional Airport Tucson 4,750,880 Reliever 79 76 75 83 78 12

Nogales International Airport Nogales 1,559,316 GA Community 91 95 98 73 57 7

Page Municipal Airport Page 2,755,589 Commercial Service 79 79 92 72 92 9

Payson Airport Payson 1,070,600 GA Community 78 77 84 73 91 12 Phoenix Deer Valley Airport* Phoenix* 9,057,750 Reliever 77 72 60 81 - 10 Phoenix Goodyear Airport* Goodyear* 5,276,592 Reliever 73 69 88 72 63 23 Phoenix-Mesa Gateway Airport Phoenix 11,352,208 Commercial

Service 82 81 86 76 100 28

Pinal Airpark* Marana* 3,157,893 GA Community 52 52 71 43 - 47

Rolle Airfield San Luis 191,073 GA Rural 56 56 - 88 - 18

Ryan Field Airport Tucson 2,868,143 Reliever 81 82 80 79 - 9

Table 5. 2010 pavement condition by airport (continued).

Applied P


19

2010 Arizona A

PM

S U

pdate Statew

ide Sum

mary R

eportS

eptember 2010




Overall PCI

Runway PCI

Taxiway PCI

Apron/ Helipad

PCI T-Hangar

PCI


(years)

Safford Regional Airport Safford 2,109,635 GA Community 83 93 75 74 72 7

San Manuel Airport San Manuel 540,607 GA Rural 79 76 86 79 87 10

Scottsdale Airport Scottsdale 3,861,018 Reliever 85 100 88 78 - 6

Sedona Airport Sedona 1,491,353 GA Community 84 98 72 84 60 9

Seligman Airport Seligman 653,487 GA Rural 75 76 78 66 - 11

Show Low Regional Airport Show Low 2,338,098 Commercial Service 83 79 86 84 88 11

Sierra Vista Municipal Airport – Libby AAF Sierra Vista 1,466,764 GA Community 97 - 97 97 - 7

Springerville Municipal Airport Springerville 1,729,167 GA Community 86 95 71 85 100 8

St Johns Industrial Air Park St Johns 1,148,858 GA Community 62 84 38 38 60 12

Taylor Airport Taylor 1,027,817 GA Community 93 100 88 73 96 5

Tombstone Municipal Airport Tombstone 309,196 GA Basic 87 90 62 - - 9

Tucson International Airport* Tucson* 12,477,257 Commercial Service 69 70 70 67 - 13

Wickenburg Municipal Airport Wickenburg 1,045,837 GA Community 88 93 100 70 72 5

Winslow – Lindbergh Regional Airport Winslow 3,407,501 GA Community 59 58 53 75 - 22

Yuma MCAS/Yuma International Airport Yuma 3,614,694 Commercial

Service 71 - 74 69 90 17

* Tucson International Airport, Pinal Airpark, Phoenix Deer Valley, and Phoenix Goodyear Airports information was obtained from existing APMS databases.





APMS CUSTOMIZATION

After the inventory and condition data were used to update the database, the pavement management software was customized to meet ADOT’s unique needs and operational constraints. This process consisted of developing pavement performance models, identifying feasible maintenance and rehabilitation alternatives and unit costs, and defining prioritization rules. The customization can be broken down into the following areas:

• Database-Related. • Performance Modeling. • Treatment Types and Rehabilitation Guidelines. • Prioritization.

Each of these areas is addressed under separate headings in this chapter. Database-Related Customization MicroPAVER permits the user to define database fields to meet specific requirements. This customization occurs at three levels: the network level, the branch level, and the section level. Network Level Customization At the network level, the network identifier and name can be customized. In addition, there are three user-definable fields available for use at the network level. ADOT’s database has been customized at the network level as follows:

• There are 53 total networks in the associated database—one for each airport. The network identifier is the airport’s associated city and the network name is the full airport name.

• Three user-definable fields are available at the network level. One user field is used to identify the county where the airport is located. Another field is used to identify the airport’s classification (Commercial Service, Reliever, GA Community, GA Rural, and GA Basic). The third field displays the airport site number.

Branch Level Customization Within a network are branches. A branch is a single entity that serves a distinct function; runways, taxiways, aprons/helipads, and T-hangars are branches. In MicroPAVER, the user is able to customize the branch identifier and the branch name. In addition, there are three user-definable fields available for use at the branch level. The Arizona MicroPAVER system has been customized at the branch level as follows:

• The use of the pavement is defined as runway, taxiway, apron/helipad, or T-hangar.

• The branch identifier starts with “RW” for runways, “TW” for taxiways, “A” and “HP” for aprons/helipads, and “TH” for T-hangars. The branch identifier is completed as follows: for runways, the orientation of the runway is used (for example, RW523); for taxiways, the letter designation of the taxiway is used (for example, TWA); for aprons/helipads, A01, HP02; and for T-hangars, TH01. The branch identifier is then



finished using a two-letter code specific to each airport. This naming protocol allows for consistency and facilitates the sorting and reporting of data.

• The branch name is a clear description of the branch (for example, Runway 10-28, Taxiway B, or Terminal Apron).

• Three user fields at the branch level are used. The first user field is used to identify geographic region. The second user field specifies airport’s ownership. The third user field provides the airport’s 3-letter FAA identification.

Section Level Customization A section is a subdivision of a branch. In MicroPAVER, the user is able to customize the section identifier, the from/to descriptors, the use, the surface type, the rank, the category, and the zone. In addition, there are three user-definable fields available for use at the section level. The Arizona system has been customized at the section level as follows:

• The section identifiers within a branch are numbered 10, 20, 30, and so on. Using increments of ten makes it easy to revise or add sections in the future.

• The from/to statements are clear and match the pavement layout plan.

• The surface types are defined as follows:

AC: asphalt pavement AAC: asphalt overlay on asphalt pavement PCC: portland cement concrete pavement APC: asphalt overlay on PCC

• A rank of “P” (primary) or “S” (secondary) is assigned to all pavement sections based on their priority to assist with the prioritization of pavement rehabilitation projects. At airports with more than one runway, a rank of primary was assigned to the primary runway, and all other runways were ranked secondary. All other non-runway pavement sections were assigned a rank of primary with the exception of T-Hangars that were assigned a rank of secondary.

• The condition of the paint markings were evaluated and stored in the Zone category in MicroPAVER either as satisfactory or unsatisfactory. A short description of each category follows:

o Not Applicable (N/A): No paint markings exist to rate.

o Satisfactory (SAT): Markings that are still visible and in good condition, requiring no maintenance or remarking.

o Unsatisfactory: Markings that require maintenance or remarking in the near future and any of the following conditions are present:

Paint is faded to the point where markings are not easily visible from a distance (U-FA).

Paint is flaking off the surface or has worn to a point where portions of the painted surface no longer have paint on them (U-CH).

Painted areas have a large amount of superficial cracking within their limits, degrading the integrity of the painted area and reducing its visibility (U-CR).



• The three user fields are available at the section level. One user field is used to identify the last surface treatment applied to the pavement. Another field shows the year the last surface treatment was applied. The third field specifies whether the pavement is porous friction course (PFC).

Performance Models Pavement management involves forecasting needs based on predicted pavement performance. By determining the rate at which the condition will change over time, a meaningful life cycle cost analysis can be performed to compare the cost of different repair activities. In addition to identifying the most economical type of repair, the optimal time for applying treatments can be estimated. Typically, the optimal repair time is the point at which a gradual rate of deterioration begins to increase at a much faster rate. It is critical to identify this point in time to avoid higher maintenance and rehabilitation costs caused by excess deterioration. Performance modeling was done using the “family” concept. This involved organizing the pavement network into “families” of pavements that perform in a similar manner. For example, asphalt runway pavements that have received an asphalt overlay and are subjected to heavy traffic were grouped into a family. Constrained regression was then applied to the data set (e.g., pavement condition inspection data with each point consisting of the pavement age at the time of inspection and the PCI value determined for that inspection) to develop a deterioration curve for that family of pavements. The future performance of individual sections was then predicted by using each section’s position relative to its family curve, as shown in figure 8. Twenty-five pavement performance models were ultimately selected for use in ADOT’s APMS. Table 6 contains detailed information on these models.

0

10

20

30

40

50

60

70

80

90

100

0 5 10 15 20 25

Time, Years

Pave

men

t Con

ditio

n In

dex

(PC

I)

Pavement family model

Present PCI (e.g., per most recent inspection)

Modified family model

Note: The modified family model is simply the original family model shifted horizontally (e.g., in this case, the inspected pavement is deteriorating at a rate five years more slowly than the family model).

Figure 8. Performance model application.



Table 6. Arizona APMS performance models.

Performance Family Description Performance Model AC Aprons (Commercial Airports) 100 - 1.89371 X + 0.00916 X2 -

0.00007 X3 AC Aprons (GA Airports) 100 - 2.40504 X + 0.06696 X2 -

0.00139 X3 AC Aprons (Reliever Airports) 100 - 1.3668 X AC Helipads (All Airports) 100 - 6.46703 X + 0.71518 X2 -

0.04053 X3 AC Runways (Commercial and Reliever Airports) 100 - 1.11969 X AC Runways (GA Airports) 100 - 1.79617 X AC T-Hangars (Commercial and Reliever Airports) 100 - 1.77429 AC T-Hangars (GA Airports) 100 - 1.79367 X AC Taxiways (Commercial Airports) 100 - 2.05821 X + 0.11243 X2 -

0.00442 X3 - 0.00001 X4 AC Taxiways (GA Airports) 100 - 1.79352 X AC Taxiways (Reliever Airports) 100 - 1.56948 X AAC Aprons and T-Hangars (All Airports) 100 - 1.21337 X AAC Runways (Commercial Airports) 100 - 2.48267 X AAC Runways (GA Airports) 100 - 1.24631 X AAC Runways (Reliever Airports) 100 - 1.34228 X AAC Taxiways (Commercial and Reliever Airports) 100 - 1.46483 X AAC Taxiways (GA Airports) 100 - 1.64987 X APC (All Airports) 100 - 2.27356 X PCC Aprons and T-Hangars (All Airports) 100 - 0.80195 X PCC Helipads (All Airports) 100 - 0.98158 X PCC Runways and Taxiways (Commercial Airports) 100 - 0.44051 X PCC Runways and Taxiways (GA and Reliever Airports) 100 - 1.60328 X PFC Aprons and T-Hangars (All Airports) 100 - 0.10464 X - 0.53477X2 PFC Runways (All Airports) 100 - 1.84775 X PFC Taxiways (All Airports) 100 - 2.46926 X

Where X: Pavement age in years AC = asphalt cement concrete; AAC = asphalt overlay on AC; PCC = portland cement concrete; APC = asphalt overlay on PCC. Treatment Types and Rehabilitation Guidelines Five treatment options were identified by ADOT for consideration in its APPP: 1) crack seal and rubberized asphalt emulsion seal coat, 2) crack seal and slurry seal, 3) thin rubberized asphalt overlay or porous friction course, 4) mill and replace porous friction course, and 5) PCC joint resealing and spall repairs. Pavements with a PCI value falling below 55 for asphalt-surfaced pavements and 65 for PCC pavements were not eligible for the APPP and instead have been identified as requiring major rehabilitation. The rules determining when each of these treatments is considered feasible are presented in table 7. Z & H estimated the unit costs for each of these activities. Please note that costs were not estimated for major rehabilitation because project-level investigation is needed to identify the final rehabilitation strategy and associated cost.



Table 7. Arizona’s treatment set.

Treatment Name Treatment Trigger Unit Cost

Crack Seal and Rubberized Asphalt Emulsion Seal Coat

Crack seal and rubberized asphalt emulsion seals (applied together) are considered for asphalt-surfaced pavement sections with a section PCI greater than or equal to 70 with no significant weathering and raveling present (<.01). This treatment type results in a 1 year life extension. The pavement section must be at least 3 years old and reapplication is allowed every 3 years during the unlimited analysis while PCI is still within the allowable range. In the constrained analysis the PCI must be between 70 and 85 and reapplication is only allowed every 5 years.

$2.79/sy

Crack Seal and Slurry Seal

Crack seal and slurry seal (applied together) are considered for asphalt-surfaced pavement sections with a section PCI between 70 and 85. Weathering and raveling must be present. This treatment type results in a 3 year life extension, however it is not considered for pavements in the southern region or any apron areas. Reapplication is allowed every 3 years while PCI is still within the allowable range. PFC surfaces are not eligible for this treatment type.

$3.23/sy

Thin Asphalt Overlay/PFC

Thin asphalt overlays are considered for asphalt-surfaced pavement sections that have a PCI between 55 and 70. PFC surfaced pavements are excluded from this treatment type. The minimum reapplication interval for this treatment type is 9 years. For the constrained analysis only, no other subsequent treatments are allowed during the analysis period.

$10.19/sy

Mill and Replace PFC

Mill and replace PFC is considered for existing PFC pavement sections that have a PCI between 55 and 70. The minimum reapplication interval for this treatment type is 9 years. For the constrained analysis only, no other subsequent treatments are allowed during the analysis period.

$17.41/sy

PCC Joint Resealing and Spall Repair

PCC joint resealing is considered for PCC sections with a PCI between 65 and 90 that are exhibiting joint seal damage. If the majority of the joint seal damage is low-severity, the joint resealing is scheduled for Year 3 of the analysis; if it is medium-severity it is scheduled for Year 2; and, if it is high-severity it is scheduled for Year 1. The minimum reapplication interval for this treatment type is 7 years and it results in a 3 year life extension.

$5.88/lf

Paint remarking is considered for runway sections with an unsatisfactory paint marking. $1.50/sy

Paint Remarking Paint remarking is considered for all other sections with an unsatisfactory paint marking. $0.87/sy



Prioritization Rules Prioritization is a technique used to determine which maintenance and rehabilitation (M&R) activities should be performed when insufficient funding exists to perform all recommended work. In developing a prioritization methodology, it is important to first understand the difference between optimization and prioritization. Optimization is the process by which annual M&R activities are determined prior to the imposition of a budget constraint. PRISM uses the process of incremental benefit/cost (where benefit is taken as the increase in pavement life normalized by cost for comparison) to ensure the optimal selection and timing of the pavement repair. Unfortunately, there does not always exist adequate funding to perform all activities recommended by optimization. When this occurs, a form of prioritization must be applied to determine which pavements should receive their recommended repair in a given year and which sections should have their recommended work postponed. Consequently, a prioritization scheme should be developed such that more important pavements receive their recommended work on schedule and less important pavements have their recommended work postponed as necessary. Priorities should consider all factors relevant in determining the relative importance of various pavements. Typically, agency policy is a key factor in determining priorities. For example, some agencies may determine that pavements at a certain airport are more important than pavements at another airport because of the type of aircraft traffic that the airports serve (e.g., one airport may serve commercial while the other may serve general aviation). Another example is that some agencies are concerned with the functional classification of one pavement relative to another (e.g., a runway pavement may be more important than a taxiway pavement). Needless to say, there are a number of factors that may be considered in determining pavement priorities. ADOT has developed a Pavement Priority Rating Number (PPRN) system based on the following factors:

• Pavement Use: primary runway, secondary runway, apron/helipad, taxiway, or T-hangar.

• Pavement Condition: excellent (PCI = 100 to 71), good (PCI = 70 to 56), fair (PCI = 55 to 41), and poor (PCI = 40 to 0).

The PPRN system developed by ADOT is shown in table 8.

Table 8. Arizona’s PPRNs1.

PCI Range Use 100-86 85-71 70-56 55-41 40-0

Primary Runways 93 100 95 90 110

Taxiways 73 80 75 70 100 Secondary Runways 53 60 55 50 80

Aprons/Helipads 33 40 35 30 60

T-Hangars 23 25 20 15 10

1Priority numbers range from 110 to 10 – the higher the number the higher the priority.



ARIZONA PAVEMENT PRESERVATION PROGRAM

Introduction PCI data, in conjunction with inventory records and field observations of specific pavement conditions, provide insight into current pavement conditions as well as future maintenance and rehabilitation needs. These needs are then turned into project lists, subject to budgetary and operational constraints. This chapter presents the results of the analysis of the needs of Arizona airports and contains an updated APPP. Note that Tucson International Airport was not included in this analysis. In addition, the database does not include military-use pavements at Yuma and Sierra Vista Airports. The PCI data at Pinal Airpark were collected during another project in September 2009. Major Pavement Rehabilitation Needs Some pavement sections have fallen below the condition range where they are eligible to be included in the APPP and should instead be considered for major rehabilitation. Appendix C provides a list of these pavement sections for FAA consideration for future grants. Pavement Preservation Needs An analysis was performed to identify pavement sections that would benefit from pavement preservation work. These work types, listed previously in table 7, serve to preserve the pavement infrastructure rather than rebuild it. An unlimited budget for the years 2011 through 2018 with an inflation rate of 4 percent was used to perform this analysis. Appendix D contains the results of this unlimited budget analysis prior to any type of adjustment. Arizona Pavement Preservation Program Since state aviation fund dollars are limited, it is not possible for ADOT to fund all the projects identified in the overall M&R needs assessment. Therefore, another analysis was performed where the annual budget values were constrained to more realistic expected budget values. Specifically, for this constrained analysis the following values were used: $3.8 million in 2011, $4.6 million in 2012, $5.5 million in 2013 and 2014, and $5.6 million annually for years 2015 through 2018. Additionally, a cap of $600,000 was placed on how much each eligible airport could receive on a three-year cycle and no airports could receive APPP funding more than once in a three-year cycle. These restrictions were applied where feasible; however in some situations exceptions were permitted. The recommended pavement preservation projects are summarized in table 9. Because of this secondary constraint, it was important to identify any recommended projects that were expected to cost more than $600,000. A summary of those identified projects is presented in table 10. Since the APPP operates on a limited budget that can change every year, the identification of a project in this table does not guarantee it will be funded in the shown year. It is important to remember that the APPP is meant to supplement, not replace, a sponsor’s efforts to preserve the pavement infrastructure at the airport. It should also be noted that while the majority of the preventive maintenance projects would be funded under this program, by the end of the analysis period there would be a growing backlog of major rehabilitation projects. These projects need to be addressed under a different funding mechanism.



Table 9. 2011- 2018 APPP1.

Year Project Airport Branch Section Work Type Cost Casa Grande Municipal Airport RW523CG 10 Thin Asphalt Overlay/PFC $588,756

Colorado City Municipal Airport RW1129CL 10 Thin Asphalt Overlay/PFC $572,376

A01EM 10 Mill and Replace PFC $352,761 Eloy Municipal Airport

TWAEM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,692

RW1230AJ 10 Thin Asphalt Overlay/PFC $257,060 Eric Marcus Municipal Airport

TWAAJ 10 Thin Asphalt Overlay/PFC $30,556

Gila Bend Municipal Airport RW422GB 10 Thin Asphalt Overlay/PFC $441,142 Grand Canyon National Park Airport RW321GC 10 Crack Seal and Rubberized

Asphalt Emulsion Seal Coat $418,454

Holbrook Municipal Airport RW321HL 10 Thin Asphalt Overlay/PFC $572,438

1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,900





R07R


TC03 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,185




Phoenix Deer Valley Airport


2011

St Johns Industrial Air Park TWBSJ 10 Thin Asphalt Overlay/PFC $163,007

Total Estimated Cost for 2011: $3,730,364

Chandler Municipal Airport RW4R22LCH 10 Thin Asphalt Overlay/PFC $428,250

Cochise County Airport RW321CO 10 Thin Asphalt Overlay/PFC $538,829

RW1735CM 10 Thin Asphalt Overlay/PFC $318,428 Coolidge Municipal Airport

TWACM 10 Thin Asphalt Overlay/PFC $244,103

Marana Regional Airport TWAAV 10 Thin Asphalt Overlay/PFC $599,643

- - Airport-Wide PCC Preservation $382,142

2012

Phoenix-Mesa Gateway Airport TWKWG 20 Thin Asphalt Overlay/PFC $27,129


Table 9. 2011-2018 APPP1 (continued).


Year Project Airport Branch Section Work Type Cost

Phoenix-Mesa Gateway Airport TWKWG 30 Thin Asphalt Overlay/PFC $55,831

RW6R24LRY 10 Thin Asphalt Overlay/PFC $477,354 Ryan Field Airport

TWTTRY 10 Thin Asphalt Overlay/PFC $137,149

TWASF 10 Thin Asphalt Overlay/PFC $275,296

TWCSF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,475 Safford Regional Airport

TWESF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,410

TWASD 10 Thin Asphalt Overlay/PFC $319,018 Sedona Airport

TWBSD 10 Thin Asphalt Overlay/PFC $27,643

RW1129SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $90,307

TWASP 10 Thin Asphalt Overlay/PFC $385,037

2012

Springerville Municipal Airport

TWBSP 10 Thin Asphalt Overlay/PFC $146,237


Benson Municipal Airport RW1028BN 10 Thin Asphalt Overlay/PFC $386,671

RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $211,603


TWA3BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,345

Bisbee Douglas International Airport


Cottonwood Airport RW1432CT 10 Thin Asphalt Overlay/PFC $390,345

Douglas Municipal Airport TWADM 10 Thin Asphalt Overlay/PFC $292,589

Ernest A. Love Field Airport RW1230PR 10 Thin Asphalt Overlay/PFC $392,613

10 Thin Asphalt Overlay/PFC $176,578

20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $185,032 TWAFG



Flagstaff Pulliam Airport

TWWFG 20 Crack Seal and Rubberized


Glendale Municipal Airport RW119GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $240,063

Greenlee County Airport RW725GR 10 Thin Asphalt Overlay/PFC $549,911

Phoenix Goodyear Airport - - Airport-Wide PCC Preservation $300,000

2013

San Manuel Airport RW1129SM 10 Thin Asphalt Overlay/PFC $389,426





RW422SG 10 Thin Asphalt Overlay/PFC $440,860 Seligman Airport

TWASG 10 Thin Asphalt Overlay/PFC $255,169

RW1432SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $133,909

St Johns Industrial Air Park RW321SJ 10 Crack Seal and Rubberized


A01TA 10 Thin Asphalt Overlay/PFC $163,176 Taylor Airport

TWATA 10 Thin Asphalt Overlay/PFC $116,750

2013

Winslow-Lindbergh Regional Airport TWAWN 10 Thin Asphalt Overlay/PFC $421,161


Buckeye Municipal Airport RW1735BK 10 Mill and Replace PFC $898,411

Casa Grande Municipal Airport TWACG 10 Thin Asphalt Overlay/PFC $455,069

A01CL 10 Thin Asphalt Overlay/PFC $109,911 Colorado City Municipal Airport

RW220CL 10 Thin Asphalt Overlay/PFC $430,062

RW4L22RMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $116,777

TWDMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $156,171 Falcon Field Airport

TWEMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $103,280

A01GB 10 Thin Asphalt Overlay/PFC $162,214 Gila Bend Municipal Airport

TWAGB 10 Thin Asphalt Overlay/PFC $382,081

A02HL 10 Thin Asphalt Overlay/PFC $36,769

TWAHL 10 Thin Asphalt Overlay/PFC $332,028 Holbrook Municipal Airport

TWBHL 10 Thin Asphalt Overlay/PFC $53,545 Laughlin/Bullhead International Airport RW1634LB 10 Crack Seal and Rubberized


RW624PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $141,044

Payson Airport TWAPY 10 Crack Seal and Rubberized




3 Thin Asphalt Overlay/PFC $276,880 TC


TC01 1 Thin Asphalt Overlay/PFC $13,084



2014








TC10 1 Thin Asphalt Overlay/PFC $21,163 Phoenix Deer Valley Airport


RW321SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,970

TWASL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $155,482 Show Low Regional Airport

TWDSL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,667

RW624TS 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $95,730

Tombstone Municipal Airport TWATS 10 Thin Asphalt Overlay/PFC $44,153

A01WK 10 Mill and Replace PFC $498,595

2014

Wickenburg Municipal Airport RW523WK 10 Crack Seal and Rubberized



Chandler Municipal Airport RW4L22RCH 10 Thin Asphalt Overlay/PFC $436,395

Kingman Airport RW1735KG 10 Thin Asphalt Overlay/PFC $727,935

RW321AV 10 Thin Asphalt Overlay/PFC $372,144 Marana Regional Airport

TWBAV 10 Thin Asphalt Overlay/PFC $225,275

Phoenix-Mesa Gateway Airport RW12C30CWG 20 Thin Asphalt Overlay/PFC $1,132,548

Pinal Airpark TWAPA 10 Thin Asphalt Overlay/PFC $620,891

TWBRY 20 Thin Asphalt Overlay/PFC $405,367 Ryan Field Airport

TWDRY 20 Thin Asphalt Overlay/PFC $221,076

Safford Regional Airport RW826SF 10 Mill and Replace PFC $750,965

A01SC 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $144,411

TWASC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $203,429

TWBSC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $175,166

2015

Scottsdale Airport

TWCSC 10 Thin Asphalt Overlay/PFC $42,228


A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,801

RW523BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $108,777 Bagdad Airport

TWABG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,186

2016

Benson Municipal Airport A01BN 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $41,978





TH01BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,681

Benson Municipal Airport TWABN 10 Crack Seal and Rubberized


Bisbee Municipal Airport A01BM 10 Thin Asphalt Overlay/PFC $150,391

Coolidge Municipal Airport RW523CM 10C Thin Asphalt Overlay/PFC $568,744

A01CT 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $75,503

Cottonwood Airport TWACT 10 Thin Asphalt Overlay/PFC $225,672

A01DM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,440

Douglas Municipal Airport A02DM 10 Thin Asphalt Overlay/PFC $457,672

RW3L21RPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $109,657

TWAPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $74,339 Ernest A. Love Field Airport

TWKPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,493

Flagstaff Pulliam Airport RW321FG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $396,021

A01GL 10 Thin Asphalt Overlay/PFC $214,333 Glendale Municipal Airport

TWAGL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $158,204


A01GC 20 Crack Seal and Rubberized

Asphalt Emulsion Seal Coat $352,052 Grand Canyon National Park Airport

TWPGC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $365,013

Greenlee County Airport TWAGR 10 Thin Asphalt Overlay/PFC $147,570

Kearny Airport A01KE 10 Thin Asphalt Overlay/PFC $67,202

A01NG 10 Thin Asphalt Overlay/PFC $209,901 Nogales International Airport

RW321NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $282,859

Page Municipal Airport RW1533PM 10 Thin Asphalt Overlay/PFC $1,134,389

TH01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,426

2016

Taylor Airport TWATA 20 Crack Seal and Rubberized



10 Thin Asphalt Overlay/PFC $179,847 A01BK

20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,387 2017 Buckeye Municipal Airport

TWABK 10 Thin Asphalt Overlay/PFC $603,825





Colorado City Municipal Airport TWBCL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $64,837

Ernest A. Love Field Airport ANORTHPR 10 Thin Asphalt Overlay/PFC $683,941

Falcon Field Airport RW4R22LMF 10 Thin Asphalt Overlay/PFC $816,373

A01LH 20 Thin Asphalt Overlay/PFC $397,046

A02LH 20 Thin Asphalt Overlay/PFC $73,600 Lake Havasu City Airport

RW1432LH 10 Thin Asphalt Overlay/PFC $1,151,033 Laughlin/Bullhead International Airport TWALB 10 Thin Asphalt Overlay/PFC $950,354

Payson Airport A01PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,051



02b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,596

02c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,748

04a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,234





TA





4 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $785



TA3


2017

Phoenix Goodyear Airport

TA4 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $939






TA4 3 Crack Seal and Rubberized

Asphalt Emulsion Seal Coat $552




TA7


10 Thin Asphalt Overlay/PFC $198,938 A01SD



A02SD 20 Crack Seal and Rubberized


2017

Sedona Airport

A03SD 10 Thin Asphalt Overlay/PFC $42,090


Bisbee Douglas International Airport RW1735BD 10 Crack Seal and Rubberized


TWACH 10 Thin Asphalt Overlay/PFC $944,124 Chandler Municipal Airport

TWCCH 10 Thin Asphalt Overlay/PFC $437,916

Coolidge Municipal Airport RW523CM 10NS Thin Asphalt Overlay/PFC $615,154

15 Thin Asphalt Overlay/PFC $225,442 A01KG


A02KG 10 PCC Joint Resealing and Spall repair $109,249

TWAKG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $63,516

Kingman Airport

TWCKG 5 PCC Joint Resealing and Spall repair $13,090

TWCAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,790

Marana Regional Airport TWEAV 10 Crack Seal and Rubberized


RW725PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $63,937

10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $110,699 Page Municipal Airport

TWAPM 20 Crack Seal and Rubberized


2018

Phoenix Deer Valley Airport R07R 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,714








Phoenix Deer Valley Airport R07R


RW1533RY 10 Thin Asphalt Overlay/PFC $446,892

TWBRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $79,876

TWDRY 10 Thin Asphalt Overlay/PFC $122,134 Ryan Field Airport

TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $34,739

Safford Regional Airport A01SF 10 Thin Asphalt Overlay/PFC $664,648


Scottsdale Airport A01SC 20 Crack Seal and Rubberized


Sedona Airport RW321SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $209,273

Springerville Municipal Airport RW1129SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $114,268

2018

St Johns Industrial Air Park RW321SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $81,835


1 Tucson International Airport was not included in this analysis.



Table 10. Projects exceeding $600,0001.

Year Project Airport Branch Section Work Type Estimated Cost

2011 Lake Havasu City Airport RW1432LH 10 Thin Asphalt Overlay/PFC $909,678Casa Grande Municipal Airport RW523CG 10 Thin Asphalt Overlay/PFC $612,306

Kingman Airport RW321KG 10 Thin Asphalt Overlay/PFC $1,206,5362012 Winslow-Lindbergh Regional Airport RW422WN 10 Thin Asphalt Overlay/PFC $1,315,558

Buckeye Airport RW1735BK 10 Mill and Replace PFC $863,856Falcon Field Airport RW4R22LMF 10 Thin Asphalt Overlay/PFC $697,8392013 Page Municipal Airport RW1533PM 10 Thin Asphalt Overlay/PFC $1,008,468Ernest A. Love Field Airport TWCPR 10 Thin Asphalt Overlay/PFC $953,311Marana Regional Airport TWAAV 10 Thin Asphalt Overlay/PFC $648,5742014 Payson Airport RW624PY 10 Mill and Replace PFC $880,132Chandler Municipal Airport TWACH 10 Thin Asphalt Overlay/PFC $839,322Grand Canyon National Park Airport RW321GC 10 Thin Asphalt Overlay/PFC $1,787,9302015

Marana Regional Airport RW1230AV 10 Thin Asphalt Overlay/PFC $938,942Ernest A. Love Field Airport TWDPR 10 Thin Asphalt Overlay/PFC $1,336,745H.A. Clark Memorial Field Airport RW1836WI 10 Thin Asphalt Overlay/PFC $902,2722016

Payson Airport TWAPY 10 Mill and Replace PFC $634,613Ernest A. Love Field Airport RW3R21LPR 10 Mill and Replace PFC $2,796,458Pinal Airpark TWAPA 10 Thin Asphalt Overlay/PFC $671,5562017 Show Low Regional Airport RW624SL 10 Thin Asphalt Overlay/PFC $1,032,107Falcon Field Airport TWEMF 10 Mill and Replace PFC $753,955

2018 Scottsdale Airport TWASC 10 Mill and Replace PFC $1,427,930




PAVEMENT MANAGEMENT PROGRAM UPDATE REQUIREMENTS

System Upkeep Guidelines The following is a list of APMS components that require periodic updates:

1. MicroPAVER Software. ADOT should maintain a current subscription with its MicroPAVER distribution center. MicroPAVER subscriptions must be renewed annually.

2. Inventory Data. It is important that the MicroPAVER inventory database is updated to reflect changes to the pavement network (e.g. the addition of new pavement areas or the rehabilitation or maintenance of existing pavement areas). ADOT should keep a record of local, state, and federal pavement-related work that is completed at the airports. This record should identify the project location, type of work undertaken, and the completion date of the work. During the next update to ADOT’s APMS, this record should be provided to the selected consultant to enter into the MicroPAVER database.

3. Condition Data. PCI data should be current and reflect existing pavement conditions. For the airports to remain in compliance, the PCI data must be updated at least every 3 years. Therefore, it is recommended that the airports in the ADOT APMS are evaluated again in the spring of 2013.

4. APMS Maps. The network definition and PCI maps should be revised to reflect new information during the next APMS update.

5. Pavement Performance Models. The pavement performance models developed using MicroPAVER should be updated whenever new PCI data become available. This should be part of the next APMS update project.

6. Unit Cost Data. Unit cost data for pavement preservation activities (such as surface treatments) should be updated during the next APMS update project.

7. Pavement Preservation Treatment Guidelines and Priorities. Treatment guidelines and priorities should be reviewed during the next APMS update to determine whether the proposed strategies continue to reflect actual practices.

Training Courses It is important to obtain the education and training necessary to effectively use the APMS. ADOT received training on the use of MicroPAVER in 2010. If a new release of the MicroPAVER software is obtained that contains significantly updated features, users of the APMS should attend a training course on the new version of the software. A full training course should be part of the next APMS update.





SUMMARY

APTech, with assistance from Z & H and GCS, recently updated the APMS and ongoing APPP for the ADOT Aeronautics Group. The principal objective for the APMS was to provide sound pavement repair recommendations based upon an objective, repeatable, and accepted assessment of pavement condition. This report presents the results of the update to the ADOT APMS. Following is a summary of the findings of this study:

• The overall pavement area of the 53 airports included in the ADOT APMS database is approximately 15.6 million square yards. Excluding Tucson International Airport, the area is approximately 14.2 million square yards.

• The 2010 condition of the APMS system is an area-weighted PCI value of 75, and the pavement system has an area-weighted age of 15.6 years at the time of inspection. Excluding Tucson International Airport the area-weighted PCI is 75, and the pavement system has an average age of 15.8 years at the time of inspection.

• If no funding is provided for pavement maintenance or rehabilitation, the pavement system will experience a slow but steady decline in condition, with an anticipated PCI of 60 for the entire system by 2018 and an anticipated PCI of 61 of the system excluding Tucson International Airport by 2018.

• If the APPP plan presented in this report was to be funded, an approximate total of $141.5 million would be needed over the next eight years.



APPENDIX A

PAVEMENT CONDITION SUMMARY

2010 A

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Table A-1. Summary condition data by airport name.

% Distress Due To: Airport Name Branch1 Section1 Surface

Type2 Section

Area (sf) LCD3 2000 PCI

2003 PCI

2006 PCI

2010 PCI Load4 Climate/

Durability5 Other6Type of Distresses7

A01BG 10 AAC 52,500 11/1/2004 24 27 97 93 48 41 11 L&T Cracking, Oil/Fuel Damage, Rutting

A02BG 10 AC 8,964 1/1/1976 - - 25 30 0 100 0 Raveling and Weathering RW523BG 10 AAC 288,409 11/1/2004 48 44 99 94 0 85 15 L&T Cracking, Swelling

10 AAC 8,446 11/1/2004 33 64 100 98 0 100 0 L&T Cracking

Bagdad Airport

TWABG 20 AAC 3,258 11/1/2004 - - 71 62 34 66 0 L&T Cracking, Rutting,

Raveling and Weathering 10 AAC 147,762 6/1/2008 - 100 99 100 0 0 0 No Distress 20 AC 111,300 12/1/2005 - - 100 97 75 25 0 L&T Cracking, Rutting 30 AC 5,960 4/10/2010 - - - 100 0 0 0 No Distress

A01BN

40 PCC 2,500 4/10/2010 - - - 100 0 0 0 No Distress RW1028BN 10 AC 315,750 6/1/1999 - 99 94 78 0 100 0 L&T Cracking

TH01BN 10 AC 78,695 6/1/2004 - - 100 95 0 100 0 L&T Cracking

Benson Municipal Airport

TWABN 10 AC 219,278 6/1/2004 - 98 100 96 0 100 0 L&T Cracking

10 PCC 317,361 6/1/1942 27 14 10 3 68 6 26

Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching

20 AC 379,677 6/1/1955 - 7 1 0 39 61 0 Alligator Cracking, Block Cracking, Raveling and Weathering

30 AC 43,800 6/1/2002 - 100 100 84 30 70 0 L&T Cracking, Rutting, Raveling and Weathering

A01BD

40 APC 178,282 3/1/2010 - - - 100 0 0 0 No Distress RW1735BD 10 AAC 631,094 1/1/2005 25 21 100 84 0 100 0 L&T Cracking


RW826BD 10 AAC 300,000 10/15/2003 - - 91 81 0 100 0 L&T Cracking

Table A-1. Summary condition data by airport name (continued).

Appendix A

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TH01BD 10 AC 22,715 1/1/1960 - - 0 1 42 58 0 Alligator Cracking, Block Cracking, Patching, Raveling and Weathering

TWA1BD 10 AAC 218,201 6/1/1955 26 17 4 2 46 54 0 Alligator Cracking, Block Cracking, Raveling and Weathering

TWA3BD 10 AAC 78,572 10/15/2005 - - 100 88 52 48 0 Alligator Cracking, L&T Cracking


TWA4BD 10 AAC 113,361 10/15/2003 - - 87 80 0 95 5 L&T Cracking, Swelling

A01BM 10 AC 109,175 6/30/1997 70 90 85 73 0 93 7 L&T Cracking, Oil/Fuel Damage, Swelling, Raveling and Weathering

RW1735BM 10 AAC 464,891 6/1/2008 50 90 71 100 0 0 0 No Distress Bisbee Municipal Airport

TWABM 10 AC 206,091 6/30/1989 38 79 71 53 21 79 0

Alligator Cracking, Block Cracking, L&T Cracking, Rutting, Raveling and Weathering

10 AC 125,537 6/30/1990 72 80 74 59 17 80 3 Alligator Cracking, L&T Cracking, Oil/Fuel Damage A01BK

20 AC 128,456 6/3/2007 - - - 97 0 100 0 L&T Cracking

A02BK 10 PCC 117,882 6/1/1988 - 66 66 64 55 21 24

Corner Break, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking

HP01BK 10 PCC 1,849 6/3/2007 - - - 89 85 0 15 LTD Cracking, Shrinkage Cracking

RW1735BK 10 AAC 412,875 1/20/2004 71 70 90 70 0 100 0 L&T Cracking

TWABK 10 AC 421,482 5/18/1987 72 94 89 74 0 100 0 L&T Cracking, Patching, Raveling and Weathering

Buckeye Municipal Airport

TWHBK 10 AC 272,982 6/30/1997 81 82 75 56 0 96 4 L&T Cracking, Patching, Shoving, Raveling and Weathering


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10 AAC 224,032 10/29/2003 78 76 88 78 0 100 0 L&T Cracking

20 AAC 234,896 7/30/2003 64 62 85 72 0 100 0 L&T Cracking

30 AC 44,524 1/1/2005 - - 100 100 0 0 0 No Distress A01CG

40 AC 346,150 6/2/2006 - - - 97 0 100 0 L&T Cracking

A02CG 10 AAC 58,029 10/29/2003 70 53 93 75 0 100 0 L&T Cracking

HP01CG 10 PCC 3,136 1/1/1994 100 100 93 88 0 100 0 Joint Seal Damage

HP02CG 10 PCC 4,800 6/1/1990 - - 60 72 52 31 17 Joint Seal Damage, LTD Cracking, Shattered Slab, Shrinkage Cracking

RW523CG 10 AAC 520,000 1/30/1968 74 77 64 63 0 100 0 L&T Cracking

10 AC 126,999 1/1/1990 - 88 80 72 11 89 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering TH01CG

20 AC 80,383 6/1/2003 - - 100 97 0 100 0 L&T Cracking

TWACG 10 AAC 357,310 1/1/1990 83 87 73 70 12 87 1 Alligator Cracking, Depression, L&T Cracking, Raveling and Weathering

Casa Grande Municipal Airport

TWBCG 10 AC 99,819 1/1/1968 55 34 68 49 16 84 0 Block Cracking, Rutting

10 AC 902,461 6/30/1995 97 95 90 70 0 100 0 L&T Cracking

20 AAC 129,655 5/1/2006 68 57 100 97 0 100 0 L&T Cracking, Raveling and Weathering

30 AC 452,838 6/4/2007 - - - 99 0 100 0 L&T Cracking A01CH

40 AC 258,824 6/30/1999 - - - 68 0 100 0 L&T Cracking

10 PCC 83,125 6/1/2005 - - 100 100 0 0 0 No Distress HP02CH

20 AC 296,393 6/1/2005 - - 100 86 37 29 34 Alligator Cracking, L&T Cracking, Swelling

RW4L22RCH 10 AC 329,469 6/30/1995 98 95 91 73 0 100 0 L&T Cracking

Chandler Municipal Airport

RW4R22LCH 10 AC 363,691 6/30/1991 88 76 82 66 0 100 0 L&T Cracking


Appendix A

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10 AAC 506,321 5/1/2006 - 68 100 100 0 0 0 No Distress TH01CH

20 PCC 64,261 6/1/1994 - 98 95 90 0 95 5 Joint Seal Damage, Joint Spalling

TWACH 10 AC 633,671 6/30/1995 91 82 78 72 0 100 0 L&T Cracking


TWCCH 10 AC 293,918 6/30/1992 79 73 79 67 0 100 0 L&T Cracking

10 AC 171,762 6/30/1989 74 69 42 39 0 100 0 Block Cracking, Raveling and Weathering

A01CC 20 AC 115,132 6/30/1991 71 71 63 56 17 83 0

Alligator Cracking, Block Cracking, L&T Cracking, Patching

RW523CC 10 AAC 416,992 6/30/1995 84 80 70 53 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

Cochise College Airport

TWACC 10 AC 131,725 6/30/1984 78 73 57 45 48 52 0 Alligator Cracking, L&T Cracking, Rutting, Raveling and Weathering

10 PCC 19,738 6/30/1992 76 70 70 69 13 0 87 Faulting, Large Patching, LTD Cracking

20 AC 122,485 8/1/2001 60 100 89 74 32 68 0 Alligator Cracking, L&T Cracking, Patching

A01CO

30 AC 33,310 6/3/2008 - - - 100 0 0 0 No Distress

RW321CO 10 AAC 457,600 6/30/1998 91 80 78 66 0 100 0 L&T Cracking, Raveling and Weathering

TH01CO 10 AC 11,606 6/1/1988 - 83 74 72 0 100 0 L&T Cracking

Cochise County Airport

TWACO 10 AC 116,886 6/3/2008 13 0 0 100 0 0 0 No Distress

A01CL 10 AC 86,300 6/1/1993 92 90 81 67 0 88 12 Bleeding, Depression, L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

Colorado City Municipal Airport

RW1129CL 10 AC 505,533 6/1/1991 82 75 62 58 0 100 0 L&T Cracking, Patching


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RW220CL 10 AAC 337,675 6/1/1993 96 92 80 74 17 82 1

Alligator Cracking, Bleeding, Depression, L&T Cracking, Patching, Raveling and Weathering

TH01CL 10 AC 46,420 6/1/1993 - 92 76 49 39 61 0 Alligator Cracking, Bleeding, L&T Cracking, Patching, Raveling and Weathering


TWBCL 10 AC 165,295 1/3/2004 - - 100 93 0 100 0 L&T Cracking

A01CM 10 PCC 440,229 6/1/1986 47 39 66 46 44 18 38

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching

RW1735CM 10 AC 270,425 1/1/1986 78 79 78 59 0 100 0 L&T Cracking, Raveling and Weathering

10C AAC 412,875 12/20/2001 42 100 90 73 0 100 0 L&T Cracking RW523CM

10NS AC 412,875 7/1/1986 - 61 64 64 0 100 0 Block Cracking

10 AC 29,050 6/1/2005 - - 100 85 27 73 0 Alligator Cracking, L&T Cracking, Raveling and Weathering TH01CM

20 AC 47,020 1/1/2009 - - - 98 0 100 0 L&T Cracking

TWACM 10 AAC 207,304 11/24/2004 63 58 82 73 0 100 0 L&T Cracking, Raveling and Weathering

Coolidge Municipal Airport

TWBCM 10 AC 112,726 1/1/1984 42 36 42 45 0 76 24 Block Cracking, Shoving

10 AAC 257,853 6/1/1979 70 72 69 73 0 95 5 Block Cracking, L&T Cracking, Oil/Fuel Damage A01CT

20 AC 200,187 6/1/1999 100 93 84 82 0 100 0 L&T Cracking Cottonwood Airport

RW1432CT 10 AAC 318,750 6/1/1990 87 89 90 74 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering


Appendix A

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Cottonwood Airport TWACT 10 AC 163,825 6/1/1986 81 78 77 77 0 91 9 Bleeding, L&T Cracking

A01DM 10 AAC 144,341 12/17/2004 61 52 100 88 0 100 0 L&T Cracking, Patching, Raveling and Weathering

A02DM 10 AC 332,243 6/30/1992 98 91 88 75 0 100 0 L&T Cracking, Raveling and Weathering

RW321DM 10 AAC 452,980 6/30/1997 88 79 74 50 8 92 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

Douglas Municipal Airport

TWADM 10 AAC 238,924 6/30/1997 96 87 87 62 0 100 0 L&T Cracking, Raveling and Weathering

A01EM 10 AAC 182,358 11/18/2004 75 61 96 66 0 96 4 Block Cracking, L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

RW220EM 10 AAC 297,183 11/18/2004 50 48 100 100 0 0 0 No Distress

TH01EM 10 AC 49,379 6/1/2001 - 100 70 52 23 77 0

Alligator Cracking, Block Cracking, Depression, L&T Cracking, Patching, Raveling and Weathering

Eloy Municipal Airport

TWAEM 10 AC 195,782 11/18/2004 78 72 98 72 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

A01AJ 10 PCC 741,473 1/1/1950 - 52 58 40 41 12 47

Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking

RW1230AJ 10 AAC 227,040 6/30/1997 98 92 85 70 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering

Eric Marcus Municipal Airport

TWAAJ 10 AAC 26,988 6/30/1997 100 86 77 63 0 95 5

Bleeding, Joint Reflection Cracking, L&T Cracking, Shoving, Raveling and Weathering


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Eric Marcus Municipal Airport TWAAJ 20 AC 17,133 8/1/2005 - - 98 92 0 100 0 L&T Cracking, Raveling and

Weathering

A02PR 10 AC 103,717 1/1/1988 92 77 67 66 0 100 0 L&T Cracking, Raveling and Weathering

A04PR 10 AC 31,852 1/1/1995 96 90 88 78 0 97 3 L&T Cracking, Swelling, Raveling and Weathering

ANORTHPR 10 AC 477,405 6/1/2000 - 99 91 75 0 100 0 L&T Cracking

10 AC 190,259 8/28/2003 - 100 100 96 0 70 30 L&T Cracking, Oil/Fuel Damage ASOUTHPR

20 AC 320,476 1/1/1995 87 82 84 73 0 100 0 Block Cracking, L&T Cracking

10 AAC 91,696 1/1/1992 - - - 29 0 100 0 L&T Cracking, Raveling and Weathering

ATANKERPR 20 PCC 9,604 1/1/1992 - - - 85 0 80 20 Joint Seal Damage, Shrinkage

Cracking

RW1230PR 10 AAC 320,602 1/1/1996 98 91 85 76 0 100 0 L&T Cracking, Raveling and Weathering

RW3L21RPR 10 AC 290,741 1/1/1994 98 95 94 92 0 100 0 L&T Cracking

RW3R21LPR 10 AAC 1,142,489 9/24/2003 70 100 97 82 23 74 3 Alligator Cracking, L&T Cracking, Swelling, Raveling and Weathering

TH01PR 10 AC 115,411 6/1/1995 - 82 83 78 0 100 0 L&T Cracking

TH02PR 10 AC 489,331 6/1/2002 - 95 85 81 48 52 0 Alligator Cracking, L&T Cracking, Patching, Raveling and Weathering

TWAPR 10 AC 197,100 1/4/1994 - 99 91 90 49 50 1 Alligator Cracking, Bleeding, L&T Cracking, Raveling and Weathering

Ernest A. Love Field Airport

TWCPR 10 AAC 748,519 1/1/1996 94 89 78 73 0 100 0 L&T Cracking, Patching, Raveling and Weathering


Appendix A

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TWDPR 10 AAC 970,399 1/1/1995 92 86 87 76 38 61 1 Alligator Cracking, Depression, L&T Cracking

TWFPR 10 AC 53,254 9/28/2004 - - 100 99 0 100 0 L&T Cracking Ernest A. Love Field Airport

TWKPR 10 AC 27,822 6/1/2002 - 100 100 88 0 100 0 L&T Cracking, Patching

10 AAC 250,014 7/1/2006 79 68 100 99 0 100 0 L&T Cracking A01MF

20 AC 212,530 6/3/2008 - - - 100 0 0 0 No Distress

10 AC 1,615,151 6/1/1979 83 76 72 65 35 65 0

Alligator Cracking, Block Cracking, L&T Cracking, Patching, Raveling and Weathering

20 AAC 439,560 6/30/2001 - 100 98 82 0 100 0 L&T Cracking, Raveling and Weathering

30 AC 75,083 6/3/2009 - - - 100 0 0 0 No Distress

A02MF

40 AC 15,395 8/1/2006 - - - 93 0 100 0 L&T Cracking

A03MF 10 AC 66,320 6/1/1991 - 80 72 79 0 100 0 L&T Cracking, Patching

RW4L22RMF 10 AAC 334,885 1/1/1991 86 84 84 81 0 100 0 L&T Cracking

RW4R22LMF 10 AAC 569,845 6/30/1988 83 79 82 74 0 100 0 L&T Cracking, Patching

10 AC 1,797,772 6/30/2000 - 81 77 55 49 51 0 Alligator Cracking, Depression, L&T Cracking, Patching, Raveling and Weathering

20 AC 560,932 5/16/2003 - 100 98 72 0 100 0 L&T Cracking, Patching, Raveling and Weathering

30 AC 79,716 6/30/2002 - 100 93 89 0 100 0 L&T Cracking

TH01MF

40 AC 63,354 1/1/2009 - - - 100 0 0 0 No Distress

TWDMF 10 AAC 447,857 1/1/1993 99 90 88 82 0 100 0 L&T Cracking

10 AAC 296,180 7/1/2006 82 72 100 85 0 100 0 L&T Cracking

Falcon Field Airport

TWEMF 20 AAC 173,217 7/1/2006 - - 100 100 0 100 0 L&T Cracking


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10 PCC 238,755 6/1/1994 97 85 97 94 7 20 73

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching A01FG

20 PCC 263,464 6/1/2001 - 100 99 91 0 95 5 Joint Seal Damage, Shrinkage Cracking, Small Patching

A02FG 10 PCC 161,687 6/1/2000 70 100 98 88 0 91 9 Corner Spalling, Joint Seal Damage, Shrinkage Cracking, Small Patching

A03FG 10 AC 76,679 5/1/1992 - 83 80 56 43 54 3 Alligator Cracking, L&T Cracking, Oil/Fuel Damage

A04FG 10 PCC 3,600 1/1/2007 - - - 91 0 0 100 Large Patching

10 AAC 1,050,000 9/22/2005 79 77 99 95 0 100 0 L&T Cracking, Raveling and Weathering RW321FG

20 AC 270,000 11/5/2008 - - - 99 0 100 0 Raveling and Weathering

TH01FG 10 AC 337,343 6/1/1979 - 72 56 37 54 40 6

Alligator Cracking, Depression, L&T Cracking, Patching, Rutting, Swelling, Raveling and Weathering

10 AC 144,191 6/1/1998 100 88 76 69 29 71 0 Alligator Cracking, L&T Cracking, Patching, Raveling and Weathering

20 AC 551,846 6/1/2002 - 100 100 91 0 84 16 Bleeding, L&T Cracking, Raveling and Weathering

TWAFG

30 AC 126,691 11/4/2008 - - - 92 0 100 0 L&T Cracking

10 APC 206,733 9/16/2003 - 100 88 84 0 100 0 L&T Cracking, Raveling and Weathering


TWWFG 20 AAC 89,460 9/22/2005 - 58 99 91 0 100 0 L&T Cracking, Raveling and

Weathering Gila Bend Municipal Airport A01GB 10 AC 127,367 11/1/2002 - 100 100 76 0 84 16 L&T Cracking, Shoving,

Raveling and Weathering


Appendix A

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A01GB 20 PCC 33,994 11/1/2002 - 100 93 79 62 7 31 Joint Seal Damage, LTD Cracking, Shrinkage Cracking

RW422GB 10 AAC 389,625 6/30/1979 - 88 73 60 0 100 0 Bleeding, L&T Cracking, Patching, Raveling and Weathering

Gila Bend Municipal Airport

TWAGB 10 AC 300,002 6/30/1998 - 94 84 71 13 87 0 Alligator Cracking, Bleeding, L&T Cracking, Patching, Raveling and Weathering

10 AC 155,593 6/30/1996 98 95 81 70 0 100 0 L&T Cracking

A01GL 20 AC 1,416,239 1/1/1986 84 78 66 44 38 62 0

Alligator Cracking, L&T Cracking, Patching, Raveling and Weathering

HP01GL 10 PCC 4,356 7/1/1986 - 72 68 30 74 13 13 Joint Seal Damage, Joint Spalling, LTD Cracking

RW119GL 10 AAC 715,974 10/22/2003 86 100 96 88 0 100 0 L&T Cracking

10 AC 461,714 6/30/1998 - 96 83 72 0 100 0 L&T Cracking, Patching TH01GL

20 AC 539,457 6/30/1998 - 86 80 65 0 100 0 L&T Cracking, Patching

Glendale Municipal Airport

TWAGL 10 AAC 419,459 10/22/2003 95 100 96 90 25 75 0 Alligator Cracking, L&T Cracking, Patching, Raveling and Weathering


15 PCC 30,000 6/1/1998 97 99 94 82 4 51 45 Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking A01GC

20 AC 933,422 6/1/1998 98 96 91 85 18 76 6

L&T Cracking, Oil/Fuel Damage, Patching, Rutting, Swelling, Raveling and Weathering

Grand Canyon National Park Airport

A02GC 10 AC 78,756 9/1/2010 - - - 100 0 0 0 No Distress


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HP01GC 10 AC 2,000 1/1/1998 - - - 45 0 100 0 L&T Cracking, Raveling and Weathering

RW321GC 10 AAC 1,349,850 2/2/2006 87 82 94 81 0 100 0 L&T Cracking, Raveling and Weathering

Grand Canyon National Park Airport

TWPGC 10 AC 967,787 6/30/2000 99 96 92 88 0 99 1 Depression, L&T Cracking, Raveling and Weathering

A01GR 10 PCC 67,407 6/30/1982 53 40 33 34 53 11 36

Corner Break, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking

RW725GR 10 AAC 449,049 6/30/1998 100 92 83 76 0 100 0 L&T Cracking

10 AC 107,127 3/17/2005 - - 100 83 0 100 0 L&T Cracking

Greenlee County Airport

TWAGR 20 AC 105,333 6/3/2008 - - - 100 0 0 0 No Distress

10 AC 193,507 1/4/2006 - - 100 86 34 58 8 L&T Cracking, Oil/Fuel Damage, Patching, Rutting, Raveling and Weathering

A01WI

20 AC 84,396 1/1/1992 76 67 71 54 15 76 9

Alligator Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Swelling, Raveling and Weathering

10 AC 124,024 1/1/1998 100 92 81 70 0 95 5 Bleeding, L&T Cracking, Oil/Fuel Damage, Patching

20 AC 19,161 1/1/2006 - - - 98 0 100 0 Patching, Raveling and Weathering

30 AC 3,445 6/4/2007 - - - 100 0 0 0 No Distress

A02WI

40 PCC 5,000 6/2/2007 - - - 100 0 0 0 No Distress

RW1836WI 10 AAC 654,997 6/1/2002 69 97 92 77 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering

H.A. Clark Memorial Field Airport

TWAWI 10 AAC 357,600 6/1/2009 - 91 63 100 0 0 0 No Distress

Holbrook Municipal A01HL 10 AC 204,273 6/1/1994 76 79 65 59 0 100 0 Block Cracking, L&T Cracking


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A02HL 10 AAC 28,870 6/1/2001 30 100 96 76 0 100 0 L&T Cracking, Raveling and Weathering

HP01HL 10 PCC 1,296 6/1/1997 100 100 100 100 0 0 0 No Distress

RW321HL 10 AAC 505,588 10/1/2000 58 98 86 71 0 100 0 L&T Cracking, Raveling and Weathering

TWAHL 10 AAC 260,701 10/1/2000 100 98 89 79 0 100 0 L&T Cracking, Raveling and Weathering

Holbrook Municipal Airport

TWBHL 10 AC 42,042 6/1/1994 97 91 80 72 0 100 0 L&T Cracking

A01KE 10 AC 48,785 6/1/1998 - 94 80 72 0 100 0 L&T Cracking

Kearny Airport RW826KE 10 PCC 242,242 6/1/1998 - 75 71 65 84 0 16

Corner Spalling, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

10 AC 953,356 12/3/2009 96 88 89 100 0 0 0 No Distress

15 AC 151,311 1/1/1996 - - - 73 0 96 4 L&T Cracking, Oil/Fuel Damage, Patching

20 AC 224,020 11/2/2004 57 59 99 94 46 43 11 L&T Cracking, Oil/Fuel Damage, Rutting

30 PCC 305,904 6/1/1940 - 68 61 67 33 21 46

Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking

40 PCC 447,282 6/1/1940 - 50 55 39 26 51 23

Blow-Up, Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking

Kingman Airport A01KG

45 APC 30,003 6/1/2003 - - 95 86 0 100 0 Joint Reflection Cracking, Raveling and Weathering


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50 AC 229,414 6/1/1940 - 16 16 18 0 100 0 Block Cracking, Raveling and Weathering

A01KG 60 AC 693,556 6/1/2000 - 74 62 47 25 40 35

Alligator Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Swelling, Raveling and Weathering

A02KG 10 PCC 87,487 6/1/2001 - 95 89 85 40 35 25

Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking

RW1735KG 10 AC 549,576 1/1/1986 93 90 85 76 38 62 0 Alligator Cracking, L&T Cracking

RW321KG 10 AAC 1,024,649 1/1/1998 96 84 82 68 16 84 0 Alligator Cracking, Jet Blast, L&T Cracking, Raveling and Weathering

TH01KG 10 AC 139,046 6/1/2001 - 100 92 73 0 100 0 L&T Cracking, Patching

10 AAC 155,699 1/1/1986 99 97 96 83 0 100 0 L&T Cracking

TWAKG 20 PCC 124,257 6/1/1940 71 68 80 79 32 0 68

Corner Spalling, Faulting, Joint Spalling, LTD Cracking, Scaling, Shrinkage Cracking

02 APC 2,329 6/1/1986 56 50 77 54 0 100 0 Joint Reflection Cracking, L&T Cracking, Raveling and Weathering

05 PCC 11,182 6/1/1940 88 87 69 76 41 41 18 Faulting, Joint Seal Damage, LTD Cracking, Shrinkage Cracking

10 AC 229,020 6/1/1986 93 91 80 40 74 26 0 Alligator Cracking, L&T Cracking

Kingman Airport

TWCKG

20 PCC 68,086 6/1/1940 75 75 82 85 55 0 45 Corner Spalling, Joint Spalling, LTD Cracking, Scaling, Shrinkage Cracking


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Kingman Airport TWDKG 10 APC 695,631 1/1/1991 80 69 79 56 0 100 0 Block Cracking, Joint Reflection Cracking, L&T Cracking

10 AC 897,924 6/2/1991 80 72 67 61 14 83 3 Alligator Cracking, L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

20 AAC 277,146 6/30/1999 - 85 79 72 0 100 0 L&T Cracking, Raveling and Weathering

A01LH

30 PCC 1,600 1/1/2003 - - 88 81 0 61 39 Joint Seal Damage, Joint Spalling

10 AC 153,316 6/1/1996 100 87 79 70 0 95 5 L&T Cracking, Oil/Fuel Damage

A02LH 20 AC 51,374 1/12/2003 - - 100 79 0 100 0 L&T Cracking, Raveling and

Weathering

RW1432LH 10 AC 803,445 6/30/1990 - 86 80 69 0 100 0 L&T Cracking, Raveling and Weathering

10 AC 229,670 6/1/1996 - 82 68 64 0 100 0 Block Cracking, L&T Cracking, Patching, Raveling and Weathering TH01LH

20 AC 36,274 6/3/2008 - - - 100 0 0 0 No Distress

Lake Havasu City Airport

TWALH 10 AAC 834,670 6/30/1996 - 84 80 68 13 87 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

10 AC 262,500 6/1/1990 87 79 64 66 0 100 0 Block Cracking, L&T Cracking, Patching

ASOUTHLB 20 AC 458,500 9/1/2002 - 100 91 76 0 94 6 L&T Cracking, Oil/Fuel

Damage, Patching

10 AC 103,861 6/1/1993 - - - 55 40 60 0 Alligator Cracking, L&T Cracking, Rutting

Laughlin/Bullhead International Airport

ATERMLB 20 AC 34,869 6/1/1993 85 81 81 70 0 100 0 L&T Cracking


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30 PCC 231,875 6/1/1991 99 96 99 96 16 0 84 Corner Spalling, Joint Spalling, LTD Cracking, Shrinkage Cracking ATERMLB

40 AC 141,100 11/1/2004 - - 98 78 0 93 7 L&T Cracking, Oil/Fuel Damage, Patching

RW1634LB 10 AAC 1,125,118 6/1/2008 82 75 57 93 0 100 0 L&T Cracking

TWA4LB 10 AC 13,311 6/1/1997 92 76 68 66 0 95 5 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

TWA5LB 10 AC 24,450 6/1/2009 - - - 98 0 100 0 Patching

10 AAC 663,367 1/1/1993 89 85 76 65 15 85 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering


TWALB

20 AAC 203,949 6/1/2008 - - - 100 0 100 0 L&T Cracking

A01AV 10 AC 530,880 1/1/1986 68 61 75 56 0 100 0 Block Cracking, L&T Cracking, Patching, Raveling and Weathering

10 AC 161,492 6/30/1991 92 85 81 64 0 100 0 L&T Cracking, Patching A02AV

20 AC 172,486 6/3/2008 - - - 100 0 100 0 L&T Cracking

A03AV 10 AC 812,201 6/3/2006 - - - 100 0 100 0 L&T Cracking

A04AV 10 AC 61,026 6/3/2008 - - - 100 0 0 0 No Distress

RW1230AV 10 AC 708,882 6/30/1992 100 92 85 75 0 100 0 L&T Cracking, Patching

RW321AV 10 AAC 280,961 11/1/2003 49 35 94 77 19 78 3 Alligator Cracking, L&T Cracking, Swelling

10 AC 343,441 6/1/1989 - 83 64 62 32 68 0 Alligator Cracking, Block Cracking, Depression, L&T Cracking, Patching TH01AV

20 AAC 229,962 6/1/2006 - 83 100 83 0 100 0 Block Cracking, L&T Cracking

Marana Regional Airport

TH02AV 10 AC 485,583 5/1/2005 - - 100 88 0 98 2 Depression, L&T Cracking


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TWAAV 10 AC 509,246 5/19/1998 99 93 86 73 0 100 0 L&T Cracking

TWBAV 10 AC 170,078 1/1/1986 81 78 76 65 0 100 0 L&T Cracking

TWCAV 10 AAC 114,699 5/17/2006 - - 100 80 0 100 0 L&T Cracking, Raveling and Weathering


TWEAV 10 AC 169,943 3/1/2006 - - 100 90 0 100 0 L&T Cracking, Patching

10 AC 152,376 6/30/1980 73 79 77 67 0 95 5 L&T Cracking, Oil/Fuel Damage, Patching, Raveling and Weathering

20 PCC 20,000 6/30/1975 39 50 41 30 73 11 16 Corner Spalling, Faulting, Joint Seal Damage, LTD Cracking, Scaling, Shattered Slab

A01NG

30 PCC 78,618 6/1/1999 100 100 100 99 0 64 36 Joint Seal Damage, Shrinkage Cracking

A02NG 10 PCC 49,796 1/1/2004 - - 98 70 98 0 2 LTD Cracking, Shattered Slab, Shrinkage Cracking

10 AC 6,400 6/30/1999 100 74 70 63 0 100 0 L&T Cracking HP01NG

20 PCC 3,600 6/30/1999 100 100 100 98 0 100 0 Joint Seal Damage

RW321NG 10 AC 749,966 5/1/2005 - - 100 95 0 83 17 L&T Cracking, Swelling

TH01NG 10 AC 18,000 6/1/1998 89 77 57 0 100 0 L&T Cracking, Raveling and Weathering

TWANG 10 AAC 471,463 6/1/2008 - - 100 99 0 76 24 L&T Cracking, Swelling

Nogales International Airport

TWBNG 10 AC 9,097 6/30/1994 100 70 70 67 0 96 4 L&T Cracking, Patching, Swelling, Raveling and Weathering

10 AC 215,376 6/1/1999 99 98 92 77 0 100 0 L&T Cracking, Raveling and Weathering

Page Municipal Airport A01PM

20 AC 404,013 6/1/1988 80 76 71 56 0 87 13 Bleeding, Block Cracking, L&T Cracking, Oil/Fuel Damage, Patching


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30 AC 200,912 6/1/1998 97 93 81 66 18 82 0 Alligator Cracking, Block Cracking, L&T Cracking


50 AC 76,303 6/4/2008 - - - 99 0 100 0 L&T Cracking, Raveling and Weathering

A01PM

60 PCC 9,600 6/3/2008 - - - 97 0 50 50 Joint Seal Damage, Shrinkage Cracking

10 AAC 823,500 6/30/2002 51 97 72 75 0 100 0 L&T Cracking, Raveling and Weathering RW1533PM

20 AC 67,500 6/1/2006 - - - 100 0 100 0 L&T Cracking

RW725PM 10 AC 156,733 10/1/2002 - 100 98 91 0 100 0 L&T Cracking

10 AC 57,414 6/1/2001 - 96 87 70 0 87 13 L&T Cracking, Shoving, Raveling and Weathering

20 AC 145,963 11/30/2005 - - 100 97 0 100 0 L&T Cracking, Patching, Raveling and Weathering

TH01PM

30 AC 55,585 6/1/2008 - - - 100 0 0 100 Depression

10 AAC 271,362 7/1/2006 71 65 100 91 0 100 0 L&T Cracking

20 AC 34,856 6/1/2006 - - - 93 0 69 31 Bleeding, L&T Cracking, Raveling and Weathering

30 PCC 11,291 6/1/2008 - - - 98 35 0 65 Corner Break, Corner Spalling, Joint Spalling

Page Municipal Airport

TWAPM


10 AC 107,205 6/30/1990 100 87 83 81 28 65 7 Depression, L&T Cracking, Oil/Fuel Damage, Rutting, Raveling and Weathering

Payson Airport A01PY

20 AC 164,826 6/30/1981 86 74 67 63 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering


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A02PY 10 AC 94,542 6/30/1995 - 89 88 82 26 60 14 Alligator Cracking, Depression, L&T Cracking, Patching

RW624PY 10 AAC 404,475 10/4/2003 76 100 97 77 0 100 0 L&T Cracking, Raveling and Weathering

TH01PY 10 AC 29,911 1/31/2003 - 100 95 91 40 60 0 L&T Cracking, Patching, Rutting, Raveling and Weathering

Payson Airport

TWAPY 10 AAC 269,641 10/4/2003 73 100 96 84 0 100 0 L&T Cracking, Patching, Raveling and Weathering

ARTA01 01 PCC 26,220 6/1/1996 - - - 95 0 30 70

Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching

ARTA02 01 PCC 26,138 6/1/1996 - - - 89 0 58 42


ATAHOLD 01 PCC 51,785 4/1/2004 - - - 81 0 30 70 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching

01 PCC 72,281 6/1/1941 - - - 58 0 18 82

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, Scaling, Shrinkage Cracking, Small Patching

02 PCC 46,312 6/1/1941 - - - 57 2 22 76

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching

Phoenix - Goodyear Airport10

ATERM



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04 PCC 149,201 6/1/1941 - - - 83 22 8 70

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching

05 PCC 110,374 6/1/1941 - - - 63 83 10 7

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

06 PCC 169,234 4/2/2004 - - - 94 10 0 90 Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Small Patching

07 AC 4,302 9/1/1941 - - - 36 0 100 0 Block Cracking, Raveling and Weathering

08 PCC 45,000 6/1/1941 - - - 13 76 5 19 Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab


10 AAC 243,035 10/28/2008 - - - 100 0 0 0 No Distress

11 AAC 123,439 10/28/2008 - - - 100 0 0 0 No Distress

12 AAC 2,466 10/28/2008 - - - 100 0 0 0 No Distress

13 AAC 20,210 10/28/2008 - - - 100 0 0 0 No Distress

Phoenix - Goodyear Airport10 ATERM

14 PCC 99,000 6/1/1941 - - - 64 60 9 31

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching


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15 PCC 83,070 6/1/1941 - - - 14 98 2 0 Joint Seal Damage, LTD Cracking, Shattered Slab, Small Patching


17 AAC 10,366 10/23/2008 - - - 100 0 0 0 No Distress



2012 PCC 164,624 6/1/1941 - - - - - - - -

2111 PCC 49,563 6/1/1941 - - - 59 27 0 73

Corner Break, Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

2212 PCC 72,938 6/1/1941 - - - - - - - -

2311 PCC 107,350 6/1/1941 - - - 52 29 0 71

Corner Break, Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching

2412 PCC 66,250 6/1/1941 - - - - - - - -

Phoenix - Goodyear Airport10 ATERM

2511 PCC 82,531 6/1/1941 - - - 72 4 0 96

Corner Break, Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching


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2611 PCC 4,375 6/1/1941 - - - 74 13 0 87 Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Small Patching

2711 PCC 81,250 6/1/1941 - - - 71 2 0 98

Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching

ATERM

2811 AC 188,325 6/1/1996 - - - 100 0 0 0 No Distress

01 AC 92,552 6/2/1990 - - - 60 0 100 0 L&T Cracking, Patching, Raveling and Weathering


03 AC 3,120 10/28/2008 - - - 87 0 100 0 Patching ATHGR

04 AC 137,077 6/2/1990 - - - 68 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

ATHGRS 01 AC 364,404 6/2/2000 - - - 64 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

01a PCC 25,214 6/1/1996 - - - 94 15 29 56

Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking

01b PCC 25,214 6/1/1996 - - - 96 0 39 61 Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking

01c PCC 25,214 6/1/1996 - - - 96 0 43 57 Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking


R03

02a AAC 36,785 6/3/1996 - - - 77 15 85 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering


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02b AAC 36,785 6/3/1996 - - - 69 30 70 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

02c AAC 36,757 6/3/1996 - - - 77 0 100 0 L&T Cracking, Raveling and Weathering

03a AAC 53,500 6/3/1996 - - - 72 0 100 0 L&T Cracking, Raveling and Weathering







05b AAC 48,550 6/3/1996 - - - 58 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering




Phoenix - Goodyear Airport10 R03



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Phoenix - Goodyear Airport10 R03

11a PCC 24,275 6/1/1996 - - - 88 8 52 40

Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking, Small Patching


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11b PCC 24,275 6/1/1996 - - - 89 6 57 37

Corner Break, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching R03

11c PCC 24,275 6/1/1996 - - - 89 0 57 43


01 PCC 27,940 4/2/2004 - - - 77 0 24 76 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching

03 AAC 37,500 4/1/2004 - - - 94 0 100 0 L&T Cracking

05 AAC 12,654 4/1/2004 - - - 94 0 100 0 L&T Cracking

07 PCC 73,663 4/1/2004 - - - 94 14 0 86 Corner Spalling, Joint Spalling, LTD Cracking, Small Patching

02a AAC 9,481 4/1/2004 - - - 98 0 100 0 L&T Cracking

02b AAC 21,914 4/1/2004 - - - 90 0 100 0 L&T Cracking

02c AAC 9,555 4/1/2004 - - - 98 0 100 0 L&T Cracking

04a AAC 77,078 4/1/2004 - - - 96 0 100 0 L&T Cracking

04b AAC 197,371 4/1/2004 - - - 90 0 100 0 L&T Cracking

04c AAC 87,425 4/1/2004 - - - 98 0 100 0 L&T Cracking

06a AAC 24,927 4/1/2004 - - - 96 0 100 0 L&T Cracking

06b AAC 46,440 4/1/2004 - - - 85 0 100 0 L&T Cracking

TA

06c AAC 28,502 4/1/2004 - - - 96 0 100 0 L&T Cracking


TA1 01 PCC 22,321 4/1/2004 - - - 95 0 40 60 Joint Seal Damage, Joint Spalling, Small Patching


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01 APC 4,843 6/1/1996 - - - 74 0 100 0 L&T Cracking, Raveling and Weathering

02 PCC 11,255 6/2/1956 - - - 85 0 11 89 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching TA2

03 PCC 25,625 6/1/1941 - - - 59 31 12 57

Corner Spalling, Durability Cracking, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching


02 AAC 12,325 6/2/1996 - - - 94 0 100 0 L&T Cracking

03 AAC 2,840 4/1/2004 - - - 82 0 100 0 L&T Cracking

04 AAC 2,002 6/2/1996 - - - 85 0 100 0 L&T Cracking

05 AAC 7,308 6/2/1996 - - - 90 0 100 0 L&T Cracking


TA3

07 AAC 2,002 6/2/1996 - - - 94 0 100 0 L&T Cracking



TA4

03 AAC 1,407 4/1/2004 - - - 75 0 100 0 L&T Cracking

01 AAC 6,392 6/3/1996 - - - 65 0 100 0 Block Cracking, Raveling and Weathering


TA5 02 AAC 14,451 6/3/1996 - - - 42 0 100 0 Block Cracking, Raveling and

Weathering


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TA5 03 AAC 3,468 4/1/2004 - - - 84 0 100 0 L&T Cracking, Patching



TA6

03 AAC 3,508 4/1/2004 - - - 94 0 100 0 L&T Cracking


02 AC 2,442 6/2/2000 - - - 79 0 97 3 L&T Cracking, Swelling, Raveling and Weathering


TA7

04 AAC 1,714 4/1/2004 - - - 100 0 0 0 No Distress

TA8 01 PCC 16,373 4/1/2004 - - - 81 0 9 91 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching


TTHGRS 01 AC 16,209 6/2/2000 - - - 57 0 100 0 L&T Cracking, Raveling and Weathering




04 AC 399,538 6/2/1989 - - - 61 0 100 0 Block Cracking, L&T Cracking, Patching, Raveling and Weathering

Phoenix Deer Valley Airport10 ANE

05 AC 957,161 1/1/2000 - - - 69 46 54 0 Alligator Cracking, L&T Cracking


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06 AC 8,302 1/1/2000 - - - 74 0 100 0 L&T Cracking ANE

07 AC 8,322 1/1/2000 - - - 81 0 100 0 L&T Cracking

ANW 01 AC 339,543 12/15/2009 - - - 100 0 0 0 No Distress

01 AC 25,763 4/4/2008 - - - 100 0 0 0 No Distress

02 AC 275,791 4/2/2008 - - - 100 0 0 0 No Distress

03 AC 897,882 11/25/2008 - - - 99 0 89 11 Depression, L&T Cracking

04 AC 64,076 6/2/1975 - - - 32 0 94 6 Block Cracking, Depression, Patching, Raveling and Weathering

05 AC 295,476 6/1/1995 - - - 38 0 89 11 Block Cracking, Depression, Raveling and Weathering

06 AC 381,459 9/4/2009 - - - 100 0 0 0 No Distress

07 AC 184,028 6/2/1975 - - - 35 39 61 0




10 AC 776,057 3/3/2008 - - - 100 0 0 0 No Distress

11 AC 67,994 6/2/1975 - - - 41 0 100 0 Block Cracking, Patching, Raveling and Weathering

12 AC 41,523 3/2/2008 - - - 100 0 0 0 No Distress

Phoenix Deer Valley Airport10

ASR

13 AC 5,893 3/3/2008 - - - 100 0 0 0 No Distress


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14 AC 3,132 3/3/2008 - - - 100 0 0 0 No Distress

15 AC 92,628 3/2/2008 - - - 100 0 0 0 No Distress

16 AC 597,784 1/9/2008 - - - 100 0 0 0 No Distress

17 AC 5,625 1/9/2008 - - - 100 0 0 0 No Distress

18 AC 8,625 1/9/2008 - - - 100 0 0 0 No Distress

ASR


ATA13HOLD 01 AC 15,600 6/2/1995 - - - 64 0 100 0 L&T Cracking, Raveling and Weathering

ATAHOLD 01 AC 15,570 6/2/1995 - - - 73 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

ATB03HOLD 01 AC 13,849 6/1/1985 - - - 42 0 100 0 Block Cracking, Raveling and Weathering

ATBHOLD 01 AC 15,600 6/1/1992 - - - 58 0 100 0 L&T Cracking, Raveling and Weathering

ATC01HOLD 01 AC 12,780 6/2/1986 - - - 67 0 100 0 L&T Cracking, Raveling and Weathering

01 AC 2,385 8/2/1999 - - - 88 0 100 0 L&T Cracking, Raveling and Weathering ATC03HOLD


ATC11HOLD 01 AC 9,660 8/2/1999 - - - 60 0 100 0 Block Cracking, Raveling and Weathering

ATC13HOLD 01 AC 12,780 8/2/1999 - - - 88 0 100 0 L&T Cracking, Raveling and Weathering



R07L 02 AAC 7,500 9/1/2003 - - - 54 0 100 0 L&T Cracking, Raveling and

Weathering


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03 AAC 60,000 9/1/2003 - - - 48 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering






R07L








R07R



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TA

09 AC 59,345 6/2/1995 - - - 62 13 87 0 Block Cracking, L&T Cracking, Rutting, Raveling and Weathering


TA03 02 AC 3,044 6/1/1985 - - - 64 0 100 0 L&T Cracking, Raveling and

Weathering

TA04 01 AC 7,648 6/1/1992 - - - 56 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

01 AC 621 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering


TA05 02 AC 2,725 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and

Weathering


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TA05


01 AC 3,834 6/2/1989 - - - 64 0 100 0 Block Cracking



TA09


01 AC 3,334 6/2/1989 - - - 64 0 100 0 Block Cracking



TA10






TA11

04 AC 1,558 6/2/1995 - - - 69 0 100 0 Patching, Raveling and Weathering


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TA12 01 AC 29,106 1/1/2000 - - - 33 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

TA13 01 AC 34,255 6/2/1995 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering

TANW1 01 AC 3,278 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering





TB



TB03 02 AC 537 6/2/1986 - - - 42 0 100 0 Block Cracking, Raveling and

Weathering

TB04 01 AC 7,648 6/1/1992 - - - 65 0 100 0 L&T Cracking, Raveling and Weathering





TB05



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TB09



02 AAC 2,537 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering TB11





TC


TC01 01 AC 10,273 6/2/1986 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering



01 AC 854 8/10/1999 - - - 96 0 100 0 Raveling and Weathering


TC05 02 AC 11,346 8/10/1999 - - - 88 0 100 0 L&T Cracking, Raveling and

Weathering


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TC06 01 AC 15,650 8/10/1999 - - - 61 0 100 0 Block Cracking, Raveling and Weathering

TC07 01 AC 15,560 8/10/1999 - - - 66 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

TC08 01 AC 15,650 8/10/1999 - - - 72 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

TC09 01 AC 15,650 8/10/1999 - - - 78 0 98 2 Depression, L&T Cracking, Raveling and Weathering

TC10 01 AC 16,617 8/10/1999 - - - 74 0 82 18 Depression, L&T Cracking, Raveling and Weathering




TR01 01 AC 9,737 8/10/1999 - - - 85 0 100 0 L&T Cracking

TR02 01 AC 12,692 8/10/1999 - - - 85 0 100 0 L&T Cracking

TR03 01 AC 13,073 8/10/1999 - - - 85 0 100 0 L&T Cracking

TR04 01 AC 7,822 8/10/1999 - - - 85 0 100 0 L&T Cracking

TR05 01 AC 13,073 8/10/1999 - - - 85 0 100 0 L&T Cracking


TR06 01 AC 12,536 8/10/1999 - - - 85 0 100 0 L&T Cracking

Phoenix-Mesa Gateway Airport ACARGOWG 10 PCC 339,046 1/4/2003 - 100 100 99 0 0 100 Small Patching


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AHOLD30CWG 10 PCC 87,754 6/1/1958 - - 50 50 63 3 34

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

10 PCC 177,940 6/1/1942 - - 64 45 40 12 48

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Small Patching

15 PCC 12,998 1/1/2009 - - - 100 0 0 0 No Distress AMIDWG

20 PCC 499,893 6/1/1989 - 87 95 96 0 6 94

Durability Cracking, Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching

10 PCC 206,440 6/1/1943 - 60 64 66 20 26 54

Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching


30 PCC 51,937 6/1/1943 - - - 57 34 17 49

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

Phoenix-Mesa Gateway Airport

ANORTHWG

40 PCC 26,000 6/1/1942 - - - 30 12 10 78



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50 PCC 388,522 6/1/1942 - - 39 49 53 12 35

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching ANORTHWG

60 PCC 11,887 6/1/1942 - - - 63 47 25 28

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Small Patching

10 PCC 52,732 6/1/1975 - - - 41 52 9 39

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching ASOUTHWG

20 PCC 394,945 6/1/1989 - - 88 89 0 0 100

Corner Spalling, Joint Spalling, Large Patching, Scaling, Shrinkage Cracking, Small Patching

10 PCC 150,030 6/1/1954 - 78 94 96 0 0 100 Corner Spalling, Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching

20 AAC 855,050 6/1/2001 - 99 80 68 0 100 0 Block Cracking, L&T Cracking

30 PCC 375,072 6/1/1958 - - 91 88 10 35 55

Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

RW12C30CWG

40 PCC 150,001 6/1/1958 - - 49 31 55 8 37



RW12L30RWG 10 PCC 150,000 10/1/1999 - 99 99 98 0 100 0 Joint Seal Damage


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20 PCC 1,095,000 10/1/1999 - - 99 97 0 53 47 Joint Seal Damage, Scaling, Shrinkage Cracking, Small Patching RW12L30RWG

30 PCC 150,000 10/1/1999 - - 95 96 0 83 17 Joint Seal Damage, Joint Spalling, Shrinkage Cracking

10 PCC 150,000 6/1/1958 - 80 59 29 77 8 15


20 PCC 771,287 6/1/1958 - - 95 90 26 43 31

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking, Small Patching

30 PCC 157,541 6/1/1958 - - 73 89 5 44 51

Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking, Small Patching

40 PCC 108,100 6/1/1958 - - 79 78 66 29 5 Corner Spalling, Joint Seal Damage, LTD Cracking, Shrinkage Cracking

50 PCC 223,032 6/1/1958 - - 96 80 23 26 51


RW12R30LWG

60 PCC 149,982 6/1/1958 - - 52 32 78 13 9

Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching


THNORTHWG 10 AC 134,400 1/3/2008 - - - 100 0 0 0 No Distress


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10 PCC 50,914 6/1/1981 - 87 97 97 0 57 43 Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking

15 PCC 12,192 6/1/1968 - - - 83 0 61 39 Joint Seal Damage, Scaling

20 PCC 128,707 6/1/2003 - 100 100 100 0 0 100 Small Patching

30 PCC 4,500 6/1/1982 - - - 76 50 0 50

Corner Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

40 PCC 52,875 6/1/1982 - - 86 83 33 0 67 Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking

50 PCC 16,875 6/1/1982 - - 67 82 0 0 100 Corner Spalling, Joint Spalling, Large Patching, Small Patching

60 PCC 74,250 6/1/1982 - - 96 94 0 21 79 Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking

70 PCC 80,625 6/1/1958 - - 20 20 48 8 44

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Small Patching

75 PCC 94,082 4/3/2010 - - - 100 0 0 0 No Distress

TWAWG

80 PCC 35,898 6/30/2005 - - 100 100 0 0 0 No Distress

10 PCC 257,346 6/1/2008 - - - 100 0 0 0 No Distress

20 PCC 199,915 6/1/2003 - 100 99 97 0 63 37 Joint Seal Damage, Large Patching, Small Patching

30 PCC 7,500 6/1/2003 - - - 96 0 52 48 Joint Seal Damage, Small Patching

40 PCC 186,040 5/3/2009 - - - 100 0 0 0 No Distress


TWBWG

50 PCC 190,151 5/3/2009 - - - 100 0 0 0 No Distress


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TWCWG 10 PCC 165,000 10/1/1999 - 99 98 97 0 53 47 Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching

TWFWG 10 PCC 57,729 4/18/2005 - - 100 100 0 0 0 No Distress

10 PCC 66,981 6/1/1999 - 96 96 94 0 0 100 Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching

20 PCC 19,500 6/1/1969 - - - 70 17 27 56

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

30 PCC 6,251 6/1/1954 - - - 99 0 0 100 Small Patching

40 PCC 12,503 6/1/1998 - - - 91 0 100 0 Joint Seal Damage

50 PCC 13,048 6/1/1954 - - - 88 26 0 74 Corner Break, Corner Spalling, Large Patching, Small Patching

60 PCC 14,278 6/1/1954 - - - 96 0 0 100 Corner Spalling, Joint Spalling, Shrinkage Cracking, Small Patching

70 PCC 17,123 6/1/1954 - - - 95 70 0 30 Large Patching, LTD Cracking, Small Patching


90 PCC 9,000 6/1/1998 - - - 86 0 79 21 Joint Seal Damage, Joint Spalling, Shrinkage Cracking

100 PCC 4,510 6/1/1954 - - - 100 0 0 100 Small Patching


TWGWG

110 PCC 49,584 6/1/1942 - - - 48 28 15 57



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120 PCC 119,120 6/1/1987 - - - 87 0 0 100 Corner Spalling, Scaling, Small Patching

130 PCC 52,046 6/1/1942 - - - 54 30 17 53

Corner Spalling, Durability Cracking, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

140 PCC 35,187 6/1/1958 - - - 44 59 12 29

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Small Patching

150 PCC 122,083 6/1/1958 - - - 37 69 16 15

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking

160 PCC 36,125 6/1/1987 - 77 97 82 0 9 91 Joint Seal Damage, Large Patching, Scaling, Small Patching

TWGWG

170 PCC 19,732 6/1/2007 - - - 100 0 0 0 No Distress

10 PCC 44,082 10/1/1999 - - 99 95 0 95 5 Joint Seal Damage, Small Patching

30 PCC 34,570 6/1/1968 - - 55 66 60 27 13 Joint Seal Damage, Joint Spalling, LTD Cracking, Small Patching

TWHWG

40 PCC 16,848 6/1/1998 - - - 100 0 0 0 No Distress

TWJWG 10 PCC 125,217 6/1/1999 - - 98 97 0 65 35 Corner Spalling, Joint Seal Damage, Shrinkage Cracking



TWKWG 20 APC 23,039 6/1/1998 - - - 60 26 67 7 Alligator Cracking, Depression,

L&T Cracking, Swelling


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30 APC 47,414 6/1/1998 - - - 58 39 61 0 Alligator Cracking, Joint Reflection Cracking, L&T Cracking, Patching

40 PCC 20,244 6/1/1942 - - - 60 20 19 61

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

50 PCC 40,500 6/1/1998 - - - 88 0 84 16 Joint Seal Damage, Scaling

60 PCC 20,255 6/1/1942 - - - 58 7 20 73

Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

70 PCC 37,860 6/1/1958 - - - 30 75 12 13

Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling, Shattered Slab, Small Patching


90 PCC 23,017 6/1/1958 - - 88 87 0 83 17 Corner Spalling, Joint Seal Damage, Small Patching

100 PCC 34,332 6/1/1968 - - - 33 37 15 48



Phoenix-Mesa Gateway Airport TWKWG

120 PCC 33,750 6/1/2003 - - - 96 0 50 50 Joint Seal Damage, Large Patching, Small Patching


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TWKWG 130 PCC 33,943 6/1/2003 - - - 95 0 36 64 Joint Seal Damage, Joint Spalling, Small Patching

10 PCC 58,863 5/3/2009 - - - 100 0 0 0 No Distress TWLWG

20 PCC 60,643 5/3/2009 - - - 100 0 0 0 No Distress

TWNWG 10 PCC 107,541 4/3/2010 - - 63 100 0 0 0 No Distress

10 PCC 80,676 10/1/1999 - 99 100 100 0 0 100 Small Patching

20 PCC 154,492 6/1/1958 - 27 33 23 51 1 48


TWPWG

30 PCC 33,911 6/30/2005 - - 100 100 0 0 0 No Distress

TWTWG 10 PCC 147,430 6/1/1989 - - 96 98 0 0 100 Joint Spalling, Small Patching

10 PCC 34,903 6/1/1976 - 63 90 83 12 11 77 Joint Seal Damage, LTD Cracking, Scaling

20 PCC 4,687 6/1/1942 - - - 18 93 1 6

Corner Break, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching

30 PCC 28,675 6/1/2003 - - - 89 5 86 9 Corner Break, Corner Spalling, Joint Seal Damage

40 PCC 4,687 6/1/1942 - - - 64 63 0 37

Corner Break, Corner Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Small Patching


TWVWG

50 PCC 41,485 6/1/1968 - - 68 64 51 24 25

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching


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55 PCC 13,875 3/4/2009 - - - 100 0 0 0 No Distress


70 PCC 36,558 6/1/2003 - - - 98 0 100 0 Joint Seal Damage TWVWG

80 PCC 34,640 6/1/1968 - - - 49 44 14 42


10 PCC 236,667 6/1/1989 - - 95 98 0 0 100 Corner Spalling, Shrinkage Cracking

TWWWG 20 PCC 17,787 6/1/1990 - - - 39 0 14 86

Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching


TWYWG 10 PCC 298,668 6/1/1990 - 94 92 94 13 0 87 Corner Spalling, Joint Spalling, LTD Cracking, Scaling, Small Patching

A01PA 10 PCC 1,511,819 1/1/1942 - - 37 43 71 9 20

Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching

RW1230PA 10 AC 1,026,629 1/1/1970 - - 59 52 40 59 1

Alligator Cracking, Bleeding, Block Cracking, L&T Cracking, Patching, Raveling and Weathering

Pinal Airpark8

TWAPA 10 APC 468,760 10/1/2005 - - 100 87 0 85 15 L&T Cracking, Oil/Fuel Damage, Swelling, Raveling and Weathering


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Pinal Airpark8 TWAPA 20 AC 150,685 1/1/1970 - - 37 23 68 31 1

Alligator Cracking, Bleeding, L&T Cracking, Patching, Rutting, Raveling and Weathering

HP01RL 10 PCC 400 6/1/1993 - 88 88 88 0 100 0 Joint Seal Damage Rolle Airfield

RW1735RL 10 AC 190,673 6/30/1992 84 77 67 56 0 100 0 L&T Cracking

APARKRY 10 AC 288,197 6/1/2003 64 100 100 92 0 86 14 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

10 AC 89,217 8/15/1981 74 79 74 54 13 84 3

Alligator Cracking, Depression, L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

AWINGRY

20 AC 132,055 6/1/1989 86 88 79 67 0 100 0 L&T Cracking

RW1533RY 10 AC 299,942 2/1/2000 100 94 86 73 0 100 0 L&T Cracking, Patching, Raveling and Weathering

RW6L24RRY 10 AC 359,970 10/3/2010 80 81 77 100 0 0 0 No Distress

RW6R24LRY 10 AAC 405,392 7/1/1999 - 92 84 73 0 100 0 L&T Cracking

TWARY 10 AC 291,813 10/3/2010 82 88 83 100 0 0 0 No Distress

10 AAC 195,803 6/1/2003 41 100 98 91 0 100 0 L&T Cracking TWBRY

20 AC 306,044 6/1/1996 91 87 86 67 0 100 0 L&T Cracking


20 AAC 166,908 6/1/1993 87 75 83 77 0 82 18 L&T Cracking, Swelling, Raveling and Weathering TWDRY


Ryan Field Airport

TWERY 10 AC 85,158 6/1/2004 - - 100 86 0 100 0 L&T Cracking, Raveling and Weathering


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Ryan Field Airport TWTTRY 10 AAC 116,474 11/30/2002 58 100 78 62 38 62 0 Alligator Cracking, L&T Cracking

A01SF 10 AC 446,094 6/30/1996 99 100 87 75 0 100 0 L&T Cracking, Raveling and Weathering

10 PCC 5,293 6/30/1998 98 - 73 59 100 0 0 LTD Cracking HP01SF

20 AC 23,621 6/30/1998 100 - 78 66 0 100 0 L&T Cracking, Raveling and Weathering

RW1230SF 10 AC 648,465 7/3/2010 87 83 74 100 0 0 0 No Distress

RW826SF 10 AAC 331,841 5/19/2005 79 77 100 80 0 100 0 L&T Cracking

10 AC 55,759 6/1/1996 - 87 79 68 21 74 5 Alligator Cracking, Depression, L&T Cracking, Oil/Fuel Damage TH01SF

20 AC 30,137 6/1/2003 - - 98 80 0 100 0 L&T Cracking, Raveling and Weathering

TWASF 10 AAC 233,795 6/30/1993 90 81 79 62 23 77 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

TWCSF 10 AAC 212,390 5/19/2005 80 71 100 82 0 100 0 L&T Cracking, Raveling and Weathering

Safford Regional Airport

TWESF 10 AC 122,240 6/1/2002 - 100 99 88 0 100 0 L&T Cracking

A01SM 10 AC 96,525 6/1/2000 - 98 86 79 0 92 8 L&T Cracking, Oil/Fuel Damage

RW1129SM 10 AC 318,000 6/1/2000 - 100 82 76 0 100 0 L&T Cracking

10 AC 31,135 6/2/2005 - - 100 99 0 100 0 Patching TH01SM

20 AC 24,760 6/1/2000 - - - 71 33 67 0 Alligator Cracking, Block Cracking

San Manuel Airport9

TWASM 10 AC 70,187 6/1/2000 - 100 91 86 0 100 0 L&T Cracking

Scottsdale Airport A01SC 10 AAC 1,268,137 10/1/2004 - 58 99 76 0 93 7 L&T Cracking, Oil/Fuel Damage


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20 AAC 282,781 10/1/2004 - 90 100 78 0 100 0 L&T Cracking

30 AC 398,204 3/1/2003 - 100 98 85 0 100 0 L&T Cracking, Patching A01SC

40 PCC 11,065 6/30/2003 - 100 95 94 0 88 12 Joint Seal Damage, Shrinkage Cracking

RW321SC 10 AAC 825,000 7/1/2010 - 88 71 100 0 0 0 No Distress

TWASC 10 AAC 560,941 8/29/2003 - 34 91 87 22 78 0 Alligator Cracking, Block Cracking, L&T Cracking

TWBSC 10 AC 483,009 11/1/2001 - 100 100 89 54 46 0 Alligator Cracking, L&T Cracking

Scottsdale Airport

TWCSC 10 AC 31,881 7/1/1984 - 91 88 75 20 54 26 Alligator Cracking, L&T Cracking, Shoving

10 AAC 138,863 6/1/1999 99 95 84 76 0 95 5 L&T Cracking, Oil/Fuel Damage, Patching, Raveling and Weathering

A01SD

20 AC 57,377 1/3/2003 - 100 95 89 0 89 11 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

10 AAC 252,512 8/29/2003 75 100 97 85 0 58 42 Bleeding, L&T Cracking, Oil/Fuel Damage

20 AC 58,966 6/3/2008 - - - 96 0 100 0 L&T Cracking A02SD

30 PCC 6,400 6/3/2008 - - - 100 0 0 0 No Distress

10 AC 29,380 6/1/1988 100 79 75 75 0 83 17 Bleeding, Depression, L&T Cracking, Raveling and Weathering

A03SD

20 PCC 9,600 6/1/1997 100 99 93 83 32 61 7 Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking

Sedona Airport

A04SD 10 PCC 10,000 6/1/1997 100 100 98 88 81 13 6

Corner Break, Joint Seal Damage, LTD Cracking, Shattered Slab, Shrinkage Cracking


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RW321SD 10 AAC 513,000 9/1/2005 64 40 99 98 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering

10 AC 80,875 2/4/1999 - 95 84 76 0 95 5 L&T Cracking, Oil/Fuel Damage, Patching, Raveling and Weathering

TH01SD

20 PCC 39,978 6/1/1970 - 33 29 27 37 6 57


TWASD 10 AC 270,926 6/1/1997 100 88 76 72 0 100 0 L&T Cracking, Patching, Raveling and Weathering

Sedona Airport

TWBSD 10 AC 23,476 6/1/1997 96 90 57 66 46 54 0

Alligator Cracking, Bleeding, L&T Cracking, Patching, Rutting, Raveling and Weathering

A01SG 10 AC 85,120 1/1/1999 - - 82 66 0 96 4 L&T Cracking, Oil/Fuel Damage

RW422SG 10 AC 360,000 1/1/1999 - - 86 76 0 100 0 L&T Cracking Seligman Airport

TWASG 10 AC 208,367 1/1/1999 - - 87 78 0 100 0 L&T Cracking, Patching

A01SL 10 AAC 162,782 1/1/1998 99 98 94 81 0 100 0 L&T Cracking, Raveling and Weathering

A02SL 10 AAC 342,031 10/8/2004 75 71 99 94 0 77 23 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

A03SL 10 AC 114,178 1/1/1984 70 84 68 60 30 70 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering

10 AC 6,175 1/1/2006 - - 100 80 0 100 0 Raveling and Weathering

Show Low Regional Airport

HP01SL 20 PCC 1,800 1/1/2006 - - 100 100 0 0 0 No Distress


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RW321SL 10 AAC 246,539 6/1/2001 74 100 100 85 0 100 0 L&T Cracking

RW624SL 10 AC 720,432 1/1/1998 100 95 92 77 0 100 0 L&T Cracking, Raveling and Weathering

10 AC 3,653 6/1/1979 - 72 51 34 92 8 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

20 AC 76,772 6/3/2007 - 50 9 91 0 100 0 L&T Cracking

30 AC 16,878 6/1/2002 - 100 83 81 0 88 12 Depression, L&T Cracking, Patching

TH01SL

40 AC 68,479 1/1/2006 - - 100 90 0 100 0 L&T Cracking, Patching, Raveling and Weathering

10 AAC 37,701 6/30/1996 93 99 100 97 0 100 0 L&T Cracking TWA4SL

20 AAC 25,638 6/1/2005 47 60 100 100 0 0 0 No Distress

TWASL 10 AC 445,879 1/1/1998 100 99 92 90 0 100 0 L&T Cracking, Raveling and Weathering

TWBSL 10 AC 58,645 1/1/1985 70 65 60 43 58 42 0 Alligator Cracking, Block Cracking


TWDSL 10 AAC 10,516 10/1/2000 95 85 98 88 0 100 0 L&T Cracking, Raveling and Weathering

10 AAC 337,275 6/1/2006 98 93 92 100 0 0 0 No Distress

20 PCC 363,973 1/3/1999 98 95 97 95 8 71 21 Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking

30 AAC 101,051 12/7/2005 - - 100 95 0 100 0 L&T Cracking, Raveling and Weathering

A01SV

40 AAC 18,000 12/7/2005 - - 100 98 0 100 0 L&T Cracking

TWGSV 10 AAC 209,346 12/8/2005 44 78 100 98 0 100 0 L&T Cracking

Sierra Vista Municipal Airport - Libby AFF

TWJSV 10 PCC 186,913 3/3/2010 - - - 100 0 0 0 No Distress


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Sierra Vista Municipal Airport - Libby AFF

TWKSV 10 PCC 250,206 1/1/1996 99 98 95 93 5 82 13


10 AAC 68,354 6/1/1979 77 80 65 58 0 100 0 L&T Cracking A01SP

20 AC 247,736 6/4/2007 - - - 95 0 100 0 L&T Cracking

A02SP 10 AC 41,122 6/30/1988 - 77 73 66 0 100 0 L&T Cracking, Raveling and Weathering

HP01SP 10 PCC 1,875 6/1/2007 - - - 100 0 0 0 No Distress

RW1129SP 10 AAC 280,110 10/1/2002 78 100 95 83 0 100 0 L&T Cracking

RW321SP 10 AAC 631,875 9/1/2010 74 79 65 100 0 0 0 No Distress

TH01SP 10 AC 6,911 5/2/2009 - - - 100 0 0 0 No Distress

TWASP 10 AC 326,992 6/1/1993 86 90 77 70 21 79 0 Alligator Cracking, L&T Cracking, Raveling and Weathering


TWBSP 10 AC 124,192 6/1/1996 98 93 85 73 0 100 0 L&T Cracking, Raveling and Weathering

A01SJ 10 AC 140,699 1/1/1980 61 59 46 38 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering

RW1432SJ 10 AC 399,375 8/1/2002 74 99 96 83 0 100 0 L&T Cracking, Raveling and Weathering

RW321SJ 10 AAC 200,606 6/1/2003 73 76 98 85 0 100 0 L&T Cracking, Patching

TH01SJ 10 AC 17,659 6/1/1992 - 81 75 60 0 100 0 L&T Cracking

St. Johns Industrial Air Park

TWASJ 10 AC 246,548 1/1/1995 73 69 40 27 14 86 0 Alligator Cracking, L&T Cracking, Raveling and Weathering


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St. Johns Industrial Air Park TWBSJ 10 AC 143,971 1/1/2001 - - 65 58 0 100 0

Block Cracking, L&T Cracking, Patching, Raveling and Weathering

A01TA 10 AAC 133,247 6/1/1996 88 87 81 73 0 100 0 L&T Cracking, Raveling and Weathering

RW321TA 10 AC 545,625 6/3/2009 80 89 78 100 0 0 0 No Distress

10 AC 32,947 6/3/2007 - - - 94 0 100 0 L&T Cracking TH01TA

20 AC 13,228 6/3/2009 - - - 100 0 0 0 No Distress

10 AC 95,336 6/1/1996 97 92 84 74 0 100 0 L&T Cracking

Taylor Airport

TWATA 20 AC 207,434 1/1/2006 - - 100 95 0 100 0 L&T Cracking

RW624TS 10 AAC 274,528 6/1/2004 - - 100 90 0 100 0 L&T Cracking Tombstone Municipal Airport TWATS 10 AC 34,668 1/1/1980 - - 75 62 0 100 0 L&T Cracking, Raveling and

Weathering

A01WK 10 AAC 229,135 10/3/2003 64 100 93 70 0 100 0 L&T Cracking, Patching

RW523WK 10 AC 457,499 10/4/2006 100 80 100 93 0 100 0 L&T Cracking

TH01WK 10 AAC 83,582 7/30/2003 - 85 95 72 0 100 0 L&T Cracking, Raveling and Weathering

Wickenburg Municipal Airport

TWAWK 10 AC 275,621 10/4/2006 77 82 100 100 0 0 100 Oil/Fuel Damage

10 AC 146,954 1/1/1980 57 58 56 46 15 85 0 Depression, L&T Cracking, Patching, Rutting, Raveling and Weathering A01WN

20 AC 90,930 6/3/2009 - - - 100 0 0 0 No Distress

10 AC 141,705 9/25/2003 47 59 100 89 0 100 0 L&T Cracking, Raveling and Weathering

Winslow-Lindbergh Regional Airport

A02WN 20 PCC 12,930 1/1/1998 - - 94 81 93 0 7

Corner Break, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching


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RW1129WN 10 AC 1,155,000 1/1/1994 69 71 64 56 10 90 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering

RW422WN 10 AC 1,117,236 1/1/1983 78 75 67 60 0 100 0 Block Cracking, L&T Cracking, Patching, Raveling and Weathering

TWAWN 10 AAC 343,914 1/1/1984 84 83 78 61 0 98 2 L&T Cracking, Swelling, Raveling and Weathering

TWBWN 10 AAC 343,693 1/1/1984 80 73 66 48 0 99 1 Block Cracking, L&T Cracking, Patching, Swelling, Raveling and Weathering

10 AC 36,035 1/1/1973 66 66 36 31 0 99 1 Bleeding, Block Cracking, L&T Cracking, Raveling and Weathering

Winslow-Lindbergh Regional Airport

TWDWN

20 PCC 19,104 1/1/1973 25 47 62 52 54 9 37

Corner Break, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Small Patching

10 AAC 124,975 1/18/2006 73 67 100 71 0 67 33 L&T Cracking, Oil/Fuel Damage, Swelling

A01YM 20 PCC 2,814 1/1/2000 - - 27 21 77 13 10

Joint Seal Damage, LTD Cracking, Shattered Slab, Small Patching

10 AC 669,825 6/1/1990 - 71 69 52 9 81 10 Alligator Cracking, Bleeding, Block Cracking, L&T Cracking, Patching, Swelling

20 AC 382,217 2/1/2006 - - 100 98 0 83 17 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering

30 PCC 1,200 1/1/1981 - - 82 85 85 0 15 Corner Break, Shrinkage Cracking

Yuma MCAS/Yuma International Airport

A02YM

40 PCC 4,900 1/1/2004 - - 98 98 0 100 0 Joint Seal Damage


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ACARGOYM 10 PCC 157,500 6/1/1997 100 98 97 93 67 0 33 Corner Spalling, Joint Spalling, LTD Cracking, Shrinkage Cracking

10 PCC 112,140 1/1/1975 - - 78 90 14 16 70

Corner Break, Corner Spalling, Joint Seal Damage, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

20 AC 335,892 1/1/1971 - - 49 32 0 98 2

Block Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Shoving, Raveling and Weathering

30 PCC 7,800 1/1/1940 - - 53 71 20 32 48 Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling

40 PCC 30,420 1/1/1979 - - 81 84 23 73 4 Corner Break, Joint Seal Damage, LTD Cracking, Shrinkage Cracking

50 PCC 94,103 6/5/2009 - - - 100 0 0 0 No Distress

ADCCYM

60 AC 70,042 6/4/2008 - - - 100 0 0 0 No Distress

APAPPYYM 10 AC 130,000 6/5/2009 - - - 100 0 0 0 No Distress

10 AC 229,462 1/1/1992 81 73 50 36 29 59 12 Alligator Cracking, Bleeding, Block Cracking, L&T Cracking, Patching

ATERMYM

20 PCC 215,363 1/1/1987 100 82 88 85 37 41 22



TH01YM 10 AAC 77,255 1/18/2006 - 68 100 89 0 85 15 L&T Cracking, Oil/Fuel Damage


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TH01YM 20 AC 8,127 6/30/1976 - - 63 36 52 48 0 Alligator Cracking, L&T Cracking, Raveling and Weathering

TH02YM 10 AC 135,510 8/1/2003 - - 98 94 0 42 58 Depression, L&T Cracking, Oil/Fuel Damage, Patching, Swelling

TPAPPYYM 10 PCC 60,768 6/5/2009 - - - 100 0 0 0 No Distress

TTERMYM 10 PCC 9,580 6/1/1987 - 92 82 81 25 0 75 LTD Cracking, Scaling, Shrinkage Cracking

TWCARGOYM 10 PCC 108,003 4/1/2005 - - 100 97 77 0 23 Corner Break, LTD Cracking, Shrinkage Cracking

TWF3YM 10 AC 193,075 6/5/2008 41 47 42 100 0 0 0 No Distress

TWH1YM 10 PCC 97,501 6/1/1997 83 59 72 51 87 0 13

Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking

10 AC 311,222 6/1/1984 79 77 68 48 41 59 0



TWZYM

20 PCC 45,000 6/1/1965 83 81 90 92 27 0 73

Corner Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching

1 See Individual Reports, Figure 2 for the branch and section locations. 2 AC = asphalt cement concrete; AAC = asphalt overlay on AC; PCC = portland cement concrete; APC = asphalt overlay on PCC. 3 LCD = last construction date. 4 Distress due to load includes those distresses attributed to a structural deficiency in the pavement, such as alligator (fatigue) cracking, rutting, or shattered concrete slabs. 5 Distress due to climate or durability includes those distresses attributed to either the aging of the pavement and the effects of the environment (such as weathering and raveling or block cracking in asphalt pavements) or to a materials-related problem (such as durability cracking in a concrete pavement). 6 Other refers to distresses not attributed to one factor but may be caused by a combination of factors. 7 L&T Cracking = Longitudinal and Transverse Cracking; LTD Cracking = Longitudinal, Transverse, and Diagonal Cracking.


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8 The PCI data shown in the 2010 PCI data column for Pinal Airpark is data from the 2009 inspection. 9 The PCI data shown in the 2010 PCI data column for San Manuel Airport reflects the 2009 inspection data that was adjusted to remove raveling and weathering due to the April 2010 surface treatment application. 10 Only the latest PCI values for Phoenix – Goodyear and Phoenix Deer Valley Airports are shown in the 2010 PCI data column. The inspection data was collected by Pavement Consultants, Inc. 11 No 2010 PCI data was available for these Phoenix-Goodyear Airport sections. Data shown is from the 1998 inspection. 12 No 2010 PCI data was available for these Phoenix-Goodyear Airport sections.

APPENDIX B

PAINT REMARKING RECOMMENDATIONS

2010 Arizona APMS Update Statewide Summary Report Appendix B

Applied Pavement Technology, Inc. B-1

Table B-1. Paint remarking recommendations1.

Airport Name Associated City Branch Section Paint

Rating2

Bagdad Airport Bagdad A01BG 10 U-FA RW1028BN 10 U-CH

TH01BN 10 U-CR Benson Municipal Airport Benson

TWABN 10 U-CH A01BD 10 U-FA

RW1735BD 10 U-FA RW826BD 10 U-FA TWA1BD 10 U-CH

Bisbee Douglas International Airport Douglas/Bisbee

TWA4BD 10 U-FA A01BM 10 U-CR

Bisbee Municipal Airport Bisbee TWABM 10 U-CR

Buckeye Municipal Airport Buckeye RW1735BK 10 U-CR

10 U-FA A01CG

20 U-FA A02CG 10 U-FA

HP01CG 10 U-FA HP02CG 10 U-CH

RW523CG 10 U-CH 10 U-FA

TH01CG 20 U-FA

Casa Grande Municipal Airport Casa Grande

TWACG 10 U-FA RW4L22RCH 10 U-CR RW4R22LCH 10 U-CR Chandler Municipal Airport Chandler

TH01CH 20 U-CH 10 U-FA

A01CC 20 U-FA

RW523CC 10 U-CH Cochise College Airport Douglas

TWACC 10 U-CR A01CO 10 U-FA

Cochise County Airport Willcox RW321CO 10 U-CR

A01CL 10 U-CR Colorado City Municipal Airport Colorado City

RW1129CL 10 U-CR

Appendix B 2010 Arizona APMS Update Statewide Summary Report

Table B-1. Paint remarking recommendations1 (continued).

B-2 Applied Pavement Technology, Inc.


Rating2

RW220CL 10 U-CR

TH01CL 10 U-FA Colorado City Municipal Airport Colorado City

TWBCL 10 U-FA

RW1735CM 10 U-CH

10C U-FA RW523CM

10NS U-CH

TWACM 10 U-FA

Coolidge Municipal Airport Coolidge

TWBCM 10 U-CH Cottonwood Airport Cottonwood RW1432CT 10 U-CR

A02DM 10 U-CH

RW321DM 10 U-CH Douglas Municipal Airport Douglas

TWADM 10 U-CH A01EM 10 U-FA

RW220EM 10 U-FA Eloy Municipal Airport Eloy

TWAEM 10 U-FA A04PR 10 U-FA

10 U-FA ATANKERPR

20 U-FA RW1230PR 10 U-CR

RW3L21RPR 10 U-CH TH02PR 10 U-CH TWDPR 10 U-CR

Ernest A. Love Field Airport Prescott

TWFPR 10 U-CH A02MF 20 U-FA

10 U-CH 20 U-CH

Falcon Field Airport Mesa TH01MF

30 U-FA 10 U-CH

A01FG 20 U-FA

A02FG 10 U-FA A03FG 10 U-CH

Flagstaff Pulliam Airport Flagstaff

RW321FG 10 U-FA





Rating2

RW321FG 20 U-FA TH01FG 10 U-FA

10 U-CH 20 U-CR TWAFG

30 U-FA 10 U-FA

Flagstaff Pulliam Airport Flagstaff

TWWFG 20 U-FA

Gila Bend Municipal Airport Gila Bend RW422GB 10 U-CH

A01GL 20 U-CH

RW119GL 10 U-FA TH01GL 10 U-FA

Glendale Municipal Airport Glendale

TWAGL 10 U-FA

15 U-FA A01GC

20 U-FA

HP01GC 10 U-FA Grand Canyon National Park Airport Grand Canyon

RW321GC 10 U-FA Greenlee County Airport Clifton/Morenci RW725GR 10 U-CR

10 U-CR A01WI

20 U-CH

A02WI 10 U-CH H.A. Clark Memorial Field Airport Williams

RW1836WI 10 U-CR

RW321HL 10 U-FA Holbrook Municipal Airport Holbrook

TWAHL 10 U-FA Kearny Airport Kearny A01KE 10 U-CH

RW1735KG 10 U-CR

RW321KG 10 U-CH

TH01KG 10 U-FA Kingman Airport Kingman

TWDKG 10 U-CR

10 U-CH A01LH

20 U-CH Lake Havasu City Airport Lake Havasu City

A02LH 10 U-CH





Rating2

TH01LH 10 U-CH Lake Havasu City Airport Lake Havasu City

TWALH 10 U-CH Laughlin/Bullhead International Airport

Bullhead City ATERMLB 10 U-FA

A01AV 10 U-CH

RW1230AV 10 U-CR

RW321AV 10 U-CR Marana Regional Airport Tucson

TH01AV 10 U-CH

10 U-CR A01NG

20 U-CH

10 U-CH HP01NG

20 U-CH

Nogales International Airport Nogales

RW321NG 10 U-CR

10 U-FA A01PM

40 U-FA Page Municipal Airport Page

RW725PM 10 U-CR Payson Airport Payson A01PY 20 U-CR

A01PA 10 U-CH

RW1230PA 10 U-CR

10 U-FA Pinal Airpark Marana

TWAPA 20 U-CR

10 U-CH AWINGRY

20 U-CH

RW1533RY 10 U-CR

RW6R24LRY 10 U-CR

10 U-CH

20 U-CH TWDRY

30 U-FA

Ryan Field Airport Tucson

TWTTRY 10 U-FA

A01SF 10 U-CR

HP01SF 10 U-CH Safford Regional Airport Safford

TWASF 10 U-CH





Rating2

Safford Regional Airport Safford TWESF 10 U-FA Scottsdale Airport Scottsdale TWCSC 10 U-CH

10 U-CH A01SD

20 U-FA

A02SD 10 U-FA

A03SD 10 U-FA

A04SD 10 U-CH

RW321SD 10 U-FA

10 U-CH TH01SD

20 U-CH

TWASD 10 U-CR

Sedona Airport Sedona

TWBSD 10 U-CR Seligman Airport Seligman RW422SG 10 U-CH

A01SL 10 U-CH

A02SL 10 U-FA

A03SL 10 U-CH

HP01SL 10 U-CH

RW624SL 10 U-CH

30 U-CR TH01SL

40 U-CH

10 U-CH TWA4SL

20 U-CH

TWASL 10 U-CH

TWBSL 10 U-CH

Show Low Regional Airport Show Low

TWDSL 10 U-FA

A01SV 20 U-CH Sierra Vista Municipal Airport – Libby AAF Sierra Vista

TWKSV 10 U-CH

A01SP 10 U-CR

RW1129SP 10 U-FA

TWASP 10 U-CR Springerville Municipal Airport Springerville

TWBSP 10 U-CH





Rating2

A01SJ 10 U-CR

RW1432SJ 10 U-CR

RW321SJ 10 U-FA

TWASJ 10 U-CR

St Johns Industrial Air Park St Johns

TWBSJ 10 U-CR A01TA 10 U-CR

10 U-CR Taylor Airport Taylor TWATA

20 U-FA RW624TS 10 U-FA

Tombstone Municipal Airport Tombstone TWATS 10 U-CH A01WN 10 U-CR A02WN 20 U-CH

RW422WN 10 U-CR TWAWN 10 U-FA TWBWN 10 U-FA

10 U-FA

Winslow – Lindbergh Regional Airport Winslow

TWDWN 20 U-CH

ADCCYM 30 U-FA ATERMYM 10 U-CH Yuma MCAS/Yuma International

Airport Yuma

TH02YM 10 U-FA 1 No paint remarking recommendations are made for Tucson International, Phoenix Deer Valley, or Phoenix Goodyear Airports since data for these airports were obtained from independent pavement management projects that did not include the evaluation of paint conditions. 2 U-FA – Paint is faded to the point where markings are not easily visible from a distance. U-CH – Paint is flaking off the surface or has worn to a point where portions of the painted surface no longer have paint on them. U-CR – Painted areas have a large amount of superficial cracking within their limits, degrading the integrity of the painted area and reducing its visibility.

APPENDIX C

SECTIONS REQUIRING MAJOR REHABILITATION

2010 Arizona APMS Update Statewide Summary Report Appendix C

Applied Pavement Technology, Inc. C-1

Table C-1. Sections requiring major rehabilitation1.

Year Project Airport Branch Section Area (sf)

Bagdad Airport A02BG 10 8,964

10 317,361A01BD

20 379,677TH01BD 10 22,715


TWA1BD 10 218,201Bisbee Municipal Airport TWABM 10 206,091

A02BK 10 117,882Buckeye Municipal Airport

TWHBK 10 272,982Casa Grande Municipal Airport TWBCG 10 99,819

10 171,762A01CC

20 115,132RW523CC 10 416,992

Cochise College Airport

TWACC 10 131,725Colorado City Municipal Airport TH01CL 10 46,420

A01CM 10 440,229Coolidge Municipal Airport

TWBCM 10 112,726Douglas Municipal Airport RW321DM 10 452,980Eloy Municipal Airport TH01EM 10 49,379Eric Marcus Municipal Airport A01AJ 10 741,473Ernest A. Love Field Airport ATANKERPR 10 91,696Falcon Field Airport TH01MF 10 1,797,772

A03FG 10 76,679Flagstaff Pulliam Airport

TH01FG 10 337,343A01GL 20 1,416,239

Glendale Municipal Airport HP01GL 10 4,356

Grand Canyon National Park Airport HP01GC 10 2,000Greenlee County Airport A01GR 10 67,407H.A. Clark Memorial Field Airport A01WI 20 84,396Kearny Airport RW826KE 10 242,242

40 447,28250 229,414A01KG 60 693,55602 2,329

TWCKG 10 229,020

2011

Kingman Airport

TWDKG 10 695,631

Appendix C 2010 Arizona APMS Update Statewide Summary Report

Table C-1. Sections requiring major rehabilitation1 (continued).

C-2 Applied Pavement Technology, Inc.


Laughlin/Bullhead International Airport ATERMLB 10 103,861Marana Regional Airport A01AV 10 530,880Nogales International Airport A01NG 20 20,000Page Municipal Airport A01PM 20 404,013

AHOLD30CWG 10 87,754AMIDWG 10 177,940

30 51,93740 26,00050 388,522

ANORTHWG

60 11,887ASOUTHWG 10 52,732

RW12C30CWG 40 150,00110 150,000

RW12R30LWG60 149,982

TWAWG 70 80,625110 49,584130 52,046140 35,187

TWGWG

150 122,08340 20,24460 20,25570 37,860

TWKWG

100 34,332TWPWG 20 154,492

20 4,68740 4,68750 41,485

Phoenix - Mesa Gateway Airport

TWVWG

80 34,64004 64,07605 295,47607 184,02808 163,76309 41,08011 67,994

2011

Phoenix Deer Valley Airport ASR

19 47,510





ATB03HOLD 01 13,84902 7,50003 60,000R07L 05 22,50002 40,71004 5,11305 17,07806 52,00007 6,000

TA

08 73,960TA03 01 15,790TA04 01 7,648

01 62102 2,72503 452

TA05

04 2,56203 4,769

TA09 04 2,90902 1,70003 4,769TA10 04 2,90901 4,27402 2,414TA11 03 3,870

TA12 01 29,106TANW1 01 3,278

01 61,15202 6,00003 18,000

TB

05 122,02101 31,943

TB03 02 53702 3,27303 16,073

2011 Phoenix Deer Valley Airport

TB05 04 854

Appendix C 2010 Arizona APMS Update Statewide Summary Report


C-4 Applied Pavement Technology, Inc.


01 7,82502 3,073TB09

03 16,27301 6,77302 2,537


TB11 03 15,73701 72,28102 46,31205 110,37407 4,30208 45,00009 158,46714 99,00015 83,07016 117,51318 4,53519 17,47020 164,62421 49,56322 72,93823 107,35024 66,25025 82,53126 4,375

ATERM

27 81,25007b 14,35008b 40,75009b 67,867

R03

10b 1,250TA2 03 25,625TA5 02 14,451TA6 02 14,542


TTHGRS 01 16,209A01PA 10 1,511,819

2011

Pinal Airpark RW1230PA 10 1,026,629





Pinal Airpark TWAPA 20 150,685Rolle Airfield RW1735RL 10 190,673

AWINGRY 10 89,217Ryan Field Airport

TWDRY 30 49,197Safford Regional Airport HP01SF 10 5,293Sedona Airport TH01SD 20 39,978

TH01SL 10 3,653Show Low Regional Airport

TWBSL 10 58,645A01SJ 10 140,699

St. Johns Industrial Air Park TWASJ 10 246,548A01WN 10 146,954

RW1129WN 10 1,155,000TWBWN 10 343,693

10 36,035

Winslow - Lindbergh Regional Airport

TWDWN 20 19,104

A02YM 10 669,825ADCCYM 20 335,892

ATERMYM 10 229,462TH01YM 20 8,127

2011


TWZYM 10 311,2222012 Phoenix - Mesa Gateway Airport ANORTHWG 10 206,440

Kingman Airport A01KG 30 305,9042013

Phoenix - Mesa Gateway Airport TWHWG 30 34,5702015 Cochise County Airport A01CO 10 19,7382017 Nogales International Airport A02NG 10 49,796

Casa Grande Municipal Airport HP02CG 10 4,800Phoenix Goodyear Airport TA 01 27,9402018 Yuma MCAS/Yuma International Airport ADCCYM 30 7,800


APPENDIX D

UNLIMITED ANNUAL BUDGET PAVEMENT PRESERVATION PROGRAM

(FOR COMPARISON PURPOSES ONLY)

2010 Arizona APMS Update Statewide Summary Report Appendix D

Applied Pavement Technology, Inc. D-1

Table D-1. APPP under unlimited annual budget (2011-2018)1.

Year Project Airport Branch Section Treatment Estimated Cost


RW523BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,407


Bagdad Airport

TWABG 20 Thin Asphalt Overlay/PFC $3,689


A01BN 20 Crack Seal and Rubberized




TWABN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $67,976

A01BD 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,578





Bisbee Municipal Airport RW1735BM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $144,116

10 Thin Asphalt Overlay/PFC $142,136 A01BK

20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,821 Buckeye Municipal Airport

RW1735BK 10 Mill and Replace PFC $798,684 20 Mill and Replace PFC $454,393

30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,802 A01CG


HP01CG 10 PCC Joint Resealing and Spall Repairs $3,321

RW523CG 10 Thin Asphalt Overlay/PFC $588,756

TH01CG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,919


TWACG 10 Thin Asphalt Overlay/PFC $404,554

2011

Chandler Municipal Airport A01CH 10 Thin Asphalt Overlay/PFC $1,021,786

Appendix D 2010 Arizona APMS Update Statewide Summary Report

Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).

D-2 Applied Pavement Technology, Inc.



30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $140,380 A01CH

40 Thin Asphalt Overlay/PFC $293,046 RW4R22LCH 10 Thin Asphalt Overlay/PFC $411,779


TH01CH 20 PCC Joint Resealing and

Spall Repairs $76,260


TWCCH 10 Thin Asphalt Overlay/PFC $332,780

A01CO 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,326

RW321CO 10 Thin Asphalt Overlay/PFC $518,105 Cochise County Airport

TWACO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,235

A01CL 10 Thin Asphalt Overlay/PFC $97,711 RW1129CL 10 Thin Asphalt Overlay/PFC $572,376 Colorado City Municipal

Airport TWBCL 10 Crack Seal and Rubberized


RW1735CM 10 Thin Asphalt Overlay/PFC $306,181 RW523CM 10NS Thin Asphalt Overlay/PFC $467,466 Coolidge Municipal

Airport TH01CM 10 Crack Seal and Rubberized


Douglas Municipal Airport TWADM 10 Thin Asphalt Overlay/PFC $270,515 A01EM 10 Mill and Replace PFC $352,761

RW220EM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $92,127 Eloy Municipal Airport

TWAEM 10 Mill and Replace PFC $378,729 RW1230AJ 10 Thin Asphalt Overlay/PFC $257,060

10 Thin Asphalt Overlay/PFC $30,556 Eric Marcus Municipal Airport TWAAJ


A02PR 10 Thin Asphalt Overlay/PFC $117,431

ASOUTHPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $58,980

ATANKERPR 20 PCC Joint Resealing and Spall Repairs $7,353

2011







TWAPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,101

TWFPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,509




A01MF 20 Crack Seal and Rubberized


A02MF 10 Thin Asphalt Overlay/PFC $1,828,710

TH01MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,712



A02FG 10 PCC Joint Resealing and Spall Repairs $140,571


RW321FG 20 Crack Seal and Rubberized






TWWFG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,733

RW422GB 10 Thin Asphalt Overlay/PFC $441,142 Gila Bend Municipal Airport TWAGB 10 Thin Asphalt Overlay/PFC $339,669

A01GL 10 Thin Asphalt Overlay/PFC $176,166

RW119GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $221,952

TH01GL 20 Thin Asphalt Overlay/PFC $610,785 Glendale Municipal Airport



15 PCC Joint Resealing and Spall Repairs $28,464

2011

Grand Canyon National Park Airport A01GC






Grand Canyon National Park Airport TWPGC 10 Crack Seal and Rubberized


Greenlee County Airport TWAGR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,653

A01WI 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,987




A02WI


A01HL 10 Thin Asphalt Overlay/PFC $231,282 Holbrook Municipal Airport RW321HL 10 Thin Asphalt Overlay/PFC $572,438

A01KG 45 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,301

RW321KG 10 Thin Asphalt Overlay/PFC $1,160,130


Kingman Airport

TWCKG 05 PCC Joint Resealing and Spall Repairs $9,948

10 Thin Asphalt Overlay/PFC $1,016,650 A01LH


A02LH 10 Thin Asphalt Overlay/PFC $173,588 RW1432LH 10 Thin Asphalt Overlay/PFC $909,678

10 Thin Asphalt Overlay/PFC $260,037 TH01LH



TWALH 10 Thin Asphalt Overlay/PFC $945,032 ASOUTHLB 10 Thin Asphalt Overlay/PFC $297,208 ATERMLB 20 Thin Asphalt Overlay/PFC $39,479 TWA4LB 10 Thin Asphalt Overlay/PFC $15,071


TWALB 10 Thin Asphalt Overlay/PFC $751,079 10 Thin Asphalt Overlay/PFC $182,845

A02AV 20 Crack Seal and Rubberized


A03AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $251,782

2011







TH01AV 10 Thin Asphalt Overlay/PFC $388,852

TH02AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $150,531

TWBAV 10 Thin Asphalt Overlay/PFC $192,566 Marana Regional Airport

TWEAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $52,682

A01NG 10 Thin Asphalt Overlay/PFC $172,523 HP01NG 10 Thin Asphalt Overlay/PFC $7,246


TH01NG 10 Thin Asphalt Overlay/PFC $20,380

TWANG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $146,154


TWBNG 10 Thin Asphalt Overlay/PFC $10,300 30 Thin Asphalt Overlay/PFC $227,477

40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,299 A01PM





20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,249 TH01PM







A01PY 20 Thin Asphalt Overlay/PFC $186,620

A02PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,308

Payson Airport

TH01PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,272


2011

Phoenix Deer Valley Airport ANE






03 Thin Asphalt Overlay/PFC $445,013 04 Thin Asphalt Overlay/PFC $452,366 05 Thin Asphalt Overlay/PFC $1,083,719 ANE












ASR


ATA13HOLD 01 Thin Asphalt Overlay/PFC $17,663 ATBHOLD 01 Thin Asphalt Overlay/PFC $17,663

ATC01HOLD 01 Thin Asphalt Overlay/PFC $14,470


ATC03HOLD 02 Crack Seal and Rubberized


ATC11HOLD 01 Thin Asphalt Overlay/PFC $10,937

ATC13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,962

01 Thin Asphalt Overlay/PFC $60,911 04 Thin Asphalt Overlay/PFC $8,492 06 Thin Asphalt Overlay/PFC $33,967


R07L






08 Thin Asphalt Overlay/PFC $8,492 R07L 09 Thin Asphalt Overlay/PFC $152,850






R07R


01 Thin Asphalt Overlay/PFC $20,580 03 Thin Asphalt Overlay/PFC $1,698 TA

09 Thin Asphalt Overlay/PFC $67,192 TA03 02 Thin Asphalt Overlay/PFC $3,446 TA05 05 Thin Asphalt Overlay/PFC $3,606

01 Thin Asphalt Overlay/PFC $4,341 TA09

02 Thin Asphalt Overlay/PFC $3,699 TA10 01 Thin Asphalt Overlay/PFC $3,775 TA11 04 Thin Asphalt Overlay/PFC $1,764 TA13 01 Thin Asphalt Overlay/PFC $38,784

TB 04 Thin Asphalt Overlay/PFC $6,793 TB04 01 Thin Asphalt Overlay/PFC $8,659 TB05 01 Thin Asphalt Overlay/PFC $8,277

01 Thin Asphalt Overlay/PFC $54,166 TC






TC05 02 Crack Seal and Rubberized









TC12 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,517 Phoenix Deer Valley

Airport







ATERM





ATHGR


ATHGRS 01 Thin Asphalt Overlay/PFC $412,586

02b Thin Asphalt Overlay/PFC $41,649





08a Thin Asphalt Overlay/PFC $46,138

08c Thin Asphalt Overlay/PFC $46,138




R03



2011


TA 05 Crack Seal and Rubberized













TA





TA3


TA5 01 Thin Asphalt Overlay/PFC $7,237





ANORTHWG 20 PCC Joint Resealing and Spall Repairs $136,295

RW12C30CWG 20 Thin Asphalt Overlay/PFC $968,107

THNORTHWG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $41,664

TWAWG 15 PCC Joint Resealing and Spall Repairs $12,157


TWGWG 90 PCC Joint Resealing and


2011


TWKWG 20 Thin Asphalt Overlay/PFC $26,085








TWKWG



TWVWG 30 PCC Joint Resealing and Spall Repairs $24,950

Rolle Airfield HP01RL 10 PCC Joint Resealing and Spall Repairs $474

APARKRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,341

AWINGRY 20 Thin Asphalt Overlay/PFC $149,516


TWBRY 20 Thin Asphalt Overlay/PFC $346,510


Ryan Field Airport

TWTTRY 10 Thin Asphalt Overlay/PFC $131,874

HP01SF 20 Thin Asphalt Overlay/PFC $26,744

TH01SF 10 Thin Asphalt Overlay/PFC $63,132

TWASF 10 Thin Asphalt Overlay/PFC $264,708 Safford Regional Airport


San Manuel Airport TH01SM 20 Thin Asphalt Overlay/PFC $28,034


Scottsdale Airport TWBSC 10 Crack Seal and Rubberized


A01SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,787


A03SD 20 PCC Joint Resealing and Spall Repairs $11,386

RW321SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $159,030

Sedona Airport

TWBSD 10 Thin Asphalt Overlay/PFC $26,580

2011

Seligman Airport A01SG 10 Thin Asphalt Overlay/PFC $96,375





A01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,462


A03SL 10 Thin Asphalt Overlay/PFC $129,275



TH01SL 40 Crack Seal and Rubberized



TWA4SL 20 Crack Seal and Rubberized


TWASL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $138,222




30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,326 A01SV


Sierra Vista Municipal Airport-Libby AAF

TWGSV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $64,897

10 Thin Asphalt Overlay/PFC $77,392 A01SP


A02SP 10 Thin Asphalt Overlay/PFC $46,559



TWASP 10 Thin Asphalt Overlay/PFC $370,228


TH01SJ 10 Thin Asphalt Overlay/PFC $19,994 St. Johns Industrial Air Park

TWBSJ 10 Thin Asphalt Overlay/PFC $163,007


2011







RW624TS 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,104 Tombstone Municipal

Airport TWATS 10 Thin Asphalt Overlay/PFC $39,252 A01WK 10 Mill and Replace PFC $443,249

RW523WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $141,825

TH01WK 10 Mill and Replace PFC $161,685 Wickenburg Municipal Airport

TWAWK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,443

A02WN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $43,929

RW422WN 10 Thin Asphalt Overlay/PFC $1,264,959 Winslow-Lindbergh Regional Airport

TWAWN 10 Thin Asphalt Overlay/PFC $389,387 A01YM 10 Mill and Replace PFC $241,757

A02YM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $118,487


ADCCYM 60 Crack Seal and Rubberized


ATERMYM 20 PCC Joint Resealing and Spall Repairs $81,827

TH02YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,008

2011


TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,853


A02CG 10 Mill and Replace PFC $116,744 Casa Grande Municipal Airport TH01CG 10 Thin Asphalt Overlay/PFC $149,543 Chandler Municipal Airport TWACH 10 Thin Asphalt Overlay/PFC $746,155

Cochise County Airport TH01CO 10 Thin Asphalt Overlay/PFC $13,666

TH01CM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $15,159 Coolidge Municipal

Airport TWACM 10 Thin Asphalt Overlay/PFC $244,103

Cottonwood Airport A01CT 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $64,540

Ernest A. Love Field Airport ASOUTHPR 20 Thin Asphalt Overlay/PFC $377,364

2012

Falcon Field Airport A02MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,207






20 Thin Asphalt Overlay/PFC $660,504 Falcon Field Airport TH01MF


Glendale Municipal Airport TH01GL 10 Thin Asphalt Overlay/PFC $543,673

H.A. Clark Memorial Field Airport TWAWI 10 Crack Seal and Rubberized


Holbrook Municipal Airport TWBHL 10 Thin Asphalt Overlay/PFC $49,505

Kearny Airport A01KE 10 Thin Asphalt Overlay/PFC $57,445


15 Thin Asphalt Overlay/PFC $178,170 A01KG


A02KG 10 PCC Joint Resealing and Spall Repairs $86,341

Kingman Airport

TH01KG 10 Thin Asphalt Overlay/PFC $163,728 Lake Havasu City Airport A01LH 20 Thin Asphalt Overlay/PFC $326,342

RW1634LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $362,738

TWA5LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,883 Laughlin/Bullhead

International Airport

TWALB 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $65,753

Marana Regional Airport TWAAV 10 Thin Asphalt Overlay/PFC $599,643

Page Municipal Airport TWAPM 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,127

ANW 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $109,469

ASR 06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $122,982



ARTA02 01 PCC Joint Resealing and Spall Repairs $49,268

ATAHOLD 01 PCC Joint Resealing and Spall Repairs $32,563

ATERM 03 Thin Asphalt Overlay/PFC $2,666

2012


R03 03a Thin Asphalt Overlay/PFC $62,997





04c Thin Asphalt Overlay/PFC $20,059 05a Thin Asphalt Overlay/PFC $57,168 05c Thin Asphalt Overlay/PFC $57,168

11a PCC Joint Resealing and Spall Repairs $44,626

11b PCC Joint Resealing and Spall Repairs $44,626

R03

11c PCC Joint Resealing and Spall Repairs $44,626



RW12C30CWG 30 PCC Joint Resealing and Spall Repairs $237,437




RW12R30LWG



TWGWG 80 PCC Joint Resealing and Spall Repairs $4,070

Sedona Airport TWASD 10 Thin Asphalt Overlay/PFC $319,018

TH01SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,228 Springerville Municipal

Airport TWBSP 10 Thin Asphalt Overlay/PFC $146,237

RW321TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $175,910

Taylor Airport TH01TA 20 Crack Seal and Rubberized


Winslow-Lindbergh Regional Airport A01WN 20 Crack Seal and Rubberized


2012

Yuma MCAS/Yuma International Airport APAPPYYM 10 Crack Seal and Rubberized




Bisbee Douglas International Airport A01BD 40 Crack Seal and Rubberized


Bisbee Municipal Airport A01BM 10 Thin Asphalt Overlay/PFC $133,697

2013

Buckeye Municipal Airport TWABK 10 Thin Asphalt Overlay/PFC $516,152





Casa Grande Municipal Airport A01CG 10 Mill and Replace PFC $468,741

Chandler Municipal Airport RW4L22RCH 10 Thin Asphalt Overlay/PFC $403,472

Cochise County Airport A01CO 20 Thin Asphalt Overlay/PFC $149,997 Coolidge Municipal Airport RW523CM 10C Thin Asphalt Overlay/PFC $505,612

Cottonwood Airport A01CT 10 Thin Asphalt Overlay/PFC $315,770 RW1230PR 10 Thin Asphalt Overlay/PFC $392,613 Ernest A. Love Field

Airport TWCPR 10 Thin Asphalt Overlay/PFC $916,645




RW4R22LMF 10 Thin Asphalt Overlay/PFC $697,839 Falcon Field Airport

TWDMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $150,165

Gila Bend Municipal Airport A01GB 20 PCC Joint Resealing and


Grand Canyon National Park Airport A02GC 10 Crack Seal and Rubberized


Page Municipal Airport RW1533PM 10 Thin Asphalt Overlay/PFC $1,008,468

ANE 06 Thin Asphalt Overlay/PFC $10,167

ATAHOLD 01 Thin Asphalt Overlay/PFC $19,067


TR01 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,265







ATERM 04 PCC Joint Resealing and Spall Repairs $138,283

2013

Phoenix Goodyear Airport R03 01a PCC Joint Resealing and






R03 04a Thin Asphalt Overlay/PFC $20,861 R03 06a Thin Asphalt Overlay/PFC $83,323 R03 06c Thin Asphalt Overlay/PFC $83,323 R03 07c Thin Asphalt Overlay/PFC $17,573

TA2 2 PCC Joint Resealing and Spall Repairs $10,583

TA4 3 Mill and Replace PFC $2,944 TA7 1 Thin Asphalt Overlay/PFC $3,749


TA8 1 PCC Joint Resealing and Spall Repairs $13,597

TWGWG 160 PCC Joint Resealing and Spall Repairs $10,012 Phoenix-Mesa Gateway

Airport TWVWG 10 PCC Joint Resealing and


RW1533RY 10 Thin Asphalt Overlay/PFC $367,312

RW6L24RRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $120,697

RW6R24LRY 10 Thin Asphalt Overlay/PFC $496,448 Ryan Field Airport

TWARY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $97,844

Safford Regional Airport RW1230SF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $217,428

TH01SM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,439

San Manuel Airport TWASM 10 Crack Seal and Rubberized


A01SC 10 Mill and Replace PFC $2,653,317 A01SC 20 Mill and Replace PFC $591,661 Scottsdale Airport

RW321SC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $276,619

Sedona Airport A04SD 10 PCC Joint Resealing and Spall Repairs $2,886

Springerville Municipal Airport RW321SP 10 Crack Seal and Rubberized


A01TA 10 Thin Asphalt Overlay/PFC $163,176 Taylor Airport

TWATA 10 Thin Asphalt Overlay/PFC $116,750

2013

Yuma MCAS/Yuma International Airport ADCCYM 10 PCC Joint Resealing and



2014 Bagdad Airport A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,307






10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,945 Bagdad Airport

TWABG 20 Crack Seal and Rubberized















A01BK 20 Crack Seal and Rubberized

Asphalt Emulsion Seal Coat $44,794 Buckeye Municipal Airport

RW1735BK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $143,973




RW523CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $181,328



TWACG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $124,597

2014

Chandler Municipal Airport A01CH 10 Crack Seal and Rubberized







30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $157,908 A01CH


RW4R22LCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $126,822

TH01CH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $176,558


TWCCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $102,492


RW321CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $159,569 Cochise County Airport


A01CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,093

RW1129CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $176,283

RW220CL 10 Thin Asphalt Overlay/PFC $430,062


TWBCL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,640

RW1735CM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $94,299

RW523CM 10NS Crack Seal and Rubberized Asphalt Emulsion Seal Coat $143,973 Coolidge Municipal

Airport

TH01CM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,130

RW1432CT 10 Thin Asphalt Overlay/PFC $405,959 Cottonwood Airport

TWACT 10 Thin Asphalt Overlay/PFC $208,647 A02DM 10 Thin Asphalt Overlay/PFC $423,143

Douglas Municipal Airport TWADM 10 Crack Seal and Rubberized


A01EM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $63,590

RW220EM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $103,630

2014

Eloy Municipal Airport






RW1230AJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $79,171


Eric Marcus Municipal Airport

TWAAJ 20 Crack Seal and Rubberized


A02PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,167

ANORTHPR 10 Thin Asphalt Overlay/PFC $608,021










A02MF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $563,216












2014

Gila Bend Municipal Airport RW422GB 10 Crack Seal and Rubberized






Gila Bend Municipal Airport TWAGB 10 Crack Seal and Rubberized


A01GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,256


TH01GL 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $188,113












A02WI


A01HL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $71,232 Holbrook Municipal

Airport RW321HL 10 Crack Seal and Rubberized



RW321KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $357,303 Kingman Airport


A01LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $313,113


RW1432LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $280,168

2014


TH01LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $80,088





TH01LH 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,649

Lake Havasu City Airport TWALH 10 Crack Seal and Rubberized


ASOUTHLB 20 Thin Asphalt Overlay/PFC $583,944

ATERMLB 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,159 Laughlin/Bullhead

International Airport TWALB 10 Crack Seal and Rubberized









TWBAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,308



A01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,135

HP01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,232


TH01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,277



TWBNG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,172



2014

Page Municipal Airport A01PM
















A01PY 20 Crack Seal and Rubberized



RW624PY 10 Mill and Replace PFC $880,132

Payson Airport







ANE





2014


ASR












ASR


ATA13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,440

ATBHOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,440












R07L




R07R 02 Crack Seal and Rubberized









R07R



03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $523 TA


TA03 02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,061








TB 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,092

TB04 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,667



TC 02 Crack Seal and Rubberized























ATERM





ATHGR








2014


R03










10a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $436

R03

10c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $436










TA





TA3



2014 Phoenix Goodyear Airport









03 Thin Asphalt Overlay/PFC $7,533 Phoenix Goodyear Airport



RW12C30CWG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $298,163




TWKWG 30 Crack Seal and Rubberized



AWINGRY 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,049


TWBRY 20 Crack Seal and Rubberized



Ryan Field Airport

TWTTRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $40,615

A01SF 10 Thin Asphalt Overlay/PFC $568,144

HP01SF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,237

TH01SF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,444

TWASF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $81,526



San Manuel Airport RW1129SM 10 Thin Asphalt Overlay/PFC $405,004



2014

Scottsdale Airport

TWCSC 10 Thin Asphalt Overlay/PFC $40,604







A03SD 10 Thin Asphalt Overlay/PFC $37,418


TH01SD 10 Thin Asphalt Overlay/PFC $103,002

Sedona Airport

TWBSD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,186

A01SG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,682

Seligman Airport RW422SG 10 Thin Asphalt Overlay/PFC $458,495




HP01SL 10 Thin Asphalt Overlay/PFC $7,864



TH01SL 40 Crack Seal and Rubberized









30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $35,237 A01SV


2014

Sierra Vista Municipal Airport-Libby AAF

TWGSV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $73,001






A01SP 20 Crack Seal and Rubberized


A02SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,340



TWASP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $114,025


TH01SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,158 St. Johns Industrial Air

Park

TWBSJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,204





Airport TWATS 10 Crack Seal and Rubberized


A01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $79,901


TH01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,146




RW422WN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $389,589 Winslow-Lindbergh

Regional Airport

TWAWN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $119,926



2014


ADCCYM 60 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,424






2014 Yuma MCAS/Yuma International Airport



Benson Municipal Airport RW1028BN 10 Thin Asphalt Overlay/PFC $418,223

A02CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,045 Casa Grande Municipal

Airport TH01CG 10 Crack Seal and Rubberized


Chandler Municipal Airport TWACH 10 Crack Seal and Rubberized


Cochise County Airport TH01CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,209


Airport TWACM 10 Crack Seal and Rubberized


Cottonwood Airport A01CT 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $72,599

A04PR 10 Thin Asphalt Overlay/PFC $42,189


TH01PR 10 Thin Asphalt Overlay/PFC $152,866


TWDPR 10 Thin Asphalt Overlay/PFC $1,285,332





TH01MF 40 Crack Seal and Rubberized


Gila Bend Municipal Airport A01GB 10 Thin Asphalt Overlay/PFC $168,703

Glendale Municipal Airport TH01GL 10 Crack Seal and Rubberized


Grand Canyon National Park Airport RW321GC 10 Thin Asphalt Overlay/PFC $1,787,930

Greenlee County Airport RW725GR 10 Thin Asphalt Overlay/PFC $594,783

2015







A02HL 10 Thin Asphalt Overlay/PFC $38,239 Holbrook Municipal Airport TWBHL 10 Crack Seal and Rubberized


Kearny Airport A01KE 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,692


15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,874 A01KG


Kingman Airport

TH01KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,426

Lake Havasu City Airport A01LH 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $100,509

ASOUTHLB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $95,197

ATERMLB 40 Thin Asphalt Overlay/PFC $186,893


TWA4LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,827




RW1230AV 10 Thin Asphalt Overlay/PFC $938,942 TH01AV 20 Mill and Replace PFC $520,410

TWAAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $184,681


TWCAV 10 Mill and Replace PFC $259,567

A01PM 10 Thin Asphalt Overlay/PFC $285,274 Page Municipal Airport

TWAPM 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,141



TC 03 Thin Asphalt Overlay/PFC $287,955

2015







ATERM 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $821




R03




TA3 03 Mill and Replace PFC $6,427 Ryan Field Airport TWDRY 20 Thin Asphalt Overlay/PFC $221,076 Safford Regional Airport TWCSF 10 Mill and Replace PFC $480,644

A01SD 10 Thin Asphalt Overlay/PFC $183,930 Sedona Airport

TWASD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $98,253

Seligman Airport TWASG 10 Thin Asphalt Overlay/PFC $275,990


Airport TWBSP 10 Crack Seal and Rubberized







2015





Bisbee Douglas International Airport A01BD 40 Crack Seal and Rubberized


Bisbee Municipal Airport A01BM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $41,177

Buckeye Municipal Airport TWABK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $158,967

2016

Casa Grande Municipal Airport A01CG 10 Crack Seal and Rubberized






Chandler Municipal Airport RW4L22RCH 10 Crack Seal and Rubberized


Cochise County Airport A01CO 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,197

Coolidge Municipal Airport RW523CM 10C Crack Seal and Rubberized


RW1230PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $120,919 Ernest A. Love Field

Airport TWCPR 10 Crack Seal and Rubberized




Asphalt Emulsion Seal Coat $5,806 Falcon Field Airport

TWDMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $168,915

Flagstaff Pulliam Airport TWWFG 10 Mill and Replace PFC $486,556 Grand Canyon National Park Airport A02GC 10 Crack Seal and Rubberized


H.A. Clark Memorial Field Airport RW1836WI 10 Thin Asphalt Overlay/PFC $902,272

Holbrook Municipal Airport TWAHL 10 Thin Asphalt Overlay/PFC $359,121

Kingman Airport RW1735KG 10 Thin Asphalt Overlay/PFC $757,053 Marana Regional Airport RW321AV 10 Thin Asphalt Overlay/PFC $387,030

Page Municipal Airport RW1533PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $310,593

Payson Airport TWAPY 10 Mill and Replace PFC $634,613

ANE 06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,131

ATAHOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,872






2016











02a Thin Asphalt Overlay/PFC $50,672 02c Thin Asphalt Overlay/PFC $50,634




R03



TA5 03 Mill and Replace PFC $8,162




RW1533RY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $113,127

RW6L24RRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $135,767

RW6R24LRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $152,899

Ryan Field Airport

TWARY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $110,061

RW1230SF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $244,577

RW826SF 10 Mill and Replace PFC $781,004 Safford Regional Airport

TH01SF 20 Thin Asphalt Overlay/PFC $41,514


TH01SM 20 Crack Seal and Rubberized

Asphalt Emulsion Seal Coat $9,339 San Manuel Airport

TWASM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,472

2016

Scottsdale Airport A01SC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $478,294






Scottsdale Airport RW321SC 10 Crack Seal and Rubberized


Sedona Airport A02SD 10 Mill and Replace PFC $594,299 Springerville Municipal Airport RW321SP 10 Crack Seal and Rubberized


A01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,256

2016







Bagdad Airport

TWABG 20 Crack Seal and Rubberized













TWA4BD 10 Thin Asphalt Overlay/PFC $162,403



2017

Buckeye Municipal Airport A01BK 20 Crack Seal and Rubberized






Buckeye Municipal Airport RW1735BK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $161,950




RW523CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $203,969



TWACG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $140,154




A01CH


HP02CH 20 Thin Asphalt Overlay/PFC $424,619

RW4R22LCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $142,657

TH01CH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $198,604


TWCCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $115,289


RW321CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $179,493 Cochise County Airport


A01CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $33,851



2017


TWBCL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $64,837





RW1735CM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $106,074

RW523CM 10NS Crack Seal and Rubberized Asphalt Emulsion Seal Coat $161,950

Coolidge Municipal Airport

TH01CM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,395

RW1432CT 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $125,029

Cottonwood Airport TWACT 10 Crack Seal and Rubberized


A01DM 10 Mill and Replace PFC $353,302

A02DM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $130,322 Douglas Municipal Airport

TWADM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $93,718

A01EM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $71,530

RW220EM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $116,570 Eloy Municipal Airport


RW1230AJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,056

10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,586 Eric Marcus Municipal

Airport TWAAJ



ANORTHPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $187,262



RW3R21LPR 10 Mill and Replace PFC $2,796,458 TH02PR 10 Thin Asphalt Overlay/PFC $701,027



2017











A03MF 10 Thin Asphalt Overlay/PFC $95,012


10 Mill and Replace PFC $724,957


TWEMF 20 Crack Seal and Rubberized










RW422GB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $152,830 Gila Bend Municipal

Airport TWAGB 10 Crack Seal and Rubberized


A01GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,031


TH01GL 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $211,601







2017










A02WI



Airport RW321HL 10 Crack Seal and Rubberized



RW321KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $401,917 Kingman Airport




A02LH 20 Thin Asphalt Overlay/PFC $73,600

RW1432LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $315,150


TH01LH 20 Crack Seal and Rubberized



TWALH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $327,398

ATERMLB 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,677 Laughlin/Bullhead

International Airport TWALB 10 Crack Seal and Rubberized






2017









TWBAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $66,713



A01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,769

HP01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,510


TH01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,060



TWBNG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,568


40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,706 A01PM












2017

Payson Airport A01PY 20 Crack Seal and Rubberized







RW624PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $158,655 Payson Airport







ANE












ASR


ATA13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,119

2017


ATBHOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,119
















R07L







R07R



03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $588 TA















TB 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,353




02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,450 TC














2017

Phoenix Goodyear Airport ATERM 11 Crack Seal and Rubberized









ATERM





ATHGR













10a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $490

R03

10c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $490


TA 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,709













06b Mill and Replace PFC $113,671

TA







TA3
















RW12C30CWG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $335,392




TWKWG 30 Crack Seal and Rubberized


Pinal Airpark TWAPA 10 Thin Asphalt Overlay/PFC $671,556


AWINGRY 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $51,798


TWBRY 20 Crack Seal and Rubberized


TWDRY 10 Thin Asphalt Overlay/PFC $117,436


Ryan Field Airport

TWTTRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,687

A01SF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $174,980

HP01SF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,265

TH01SF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,871

TWASF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $91,706



San Manuel Airport A01SM 10 Thin Asphalt Overlay/PFC $138,284


TWASC 10 Mill and Replace PFC $1,373,009


Scottsdale Airport

TWCSC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,505

2017

Sedona Airport A01SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $22,506








TH01SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,723

Sedona Airport

TWBSD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,208

A01SG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $33,388

Seligman Airport RW422SG 10 Crack Seal and Rubberized





HP01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,422


RW624SL 10 Thin Asphalt Overlay/PFC $1,032,107


30 Thin Asphalt Overlay/PFC $24,180 TH01SL










2017

Sierra Vista Municipal Airport-Libby AAF A01SV






Sierra Vista Municipal Airport-Libby AAF TWGSV 10 Crack Seal and Rubberized



A01SP 20 Crack Seal and Rubberized


A02SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,130



TWASP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $128,262


TH01SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,927 St. Johns Industrial Air

Park

TWBSJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,472





Airport TWATS 10 Crack Seal and Rubberized


A01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,878


TH01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,785




RW422WN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $438,235 Winslow-Lindbergh

Regional Airport

TWAWN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $134,900


2017







ADCCYM 60 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,474

TH01YM 10 Mill and Replace PFC $189,096


2017 Yuma MCAS/Yuma International Airport



Benson Municipal Airport RW1028BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $128,807

A02CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,672 Casa Grande Municipal

Airport TH01CG 10 Crack Seal and Rubberized


Chandler Municipal Airport TWACH 10 Crack Seal and Rubberized


Cochise County Airport TH01CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,735


Airport TWACM 10 Crack Seal and Rubberized



Cottonwood Airport A01CT 20 Crack Seal and Rubberized




TH01PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,081


TWDPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $395,863



RW4R22LMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $232,462

2018







Falcon Field Airport TH01MF 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $25,845

Gila Bend Municipal Airport A01GB 10 Crack Seal and Rubberized


Glendale Municipal Airport TH01GL 10 Crack Seal and Rubberized


Grand Canyon National Park Airport RW321GC 10 Crack Seal and Rubberized


RW725GR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $183,185

Greenlee County Airport TWAGR 10 Thin Asphalt Overlay/PFC $159,611




Airport TWBHL 10 Crack Seal and Rubberized


Kearny Airport A01KE 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,901


15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,726 A01KG


Kingman Airport

TH01KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,722

Lake Havasu City Airport A01LH 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $113,059


ASOUTHLB 20 Crack Seal and Rubberized


ATERMLB 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,560




2018







RW1230AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $289,181


TWAAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $207,741


TWCAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,790

A01PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $87,860

Page Municipal Airport TWAPM 40 Crack Seal and Rubberized




TC 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $88,686



ATERM 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $924




R03





Ryan Field Airport TWDRY 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,088

Safford Regional Airport TWCSF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $86,642


Sedona Airport TWASD 10 Crack Seal and Rubberized


2018

Seligman Airport TWASG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,001






Airport TWBSP 10 Crack Seal and Rubberized


St. Johns Industrial Air Park RW1432SJ 10 Thin Asphalt Overlay/PFC $595,040






2018




Total Estimated Cost: $141,523,904


Documents

AZ APMS Summary Report 2010 - ASU Digital Repository · American Society for Testing and Material (ASTM) Standard D5340, Standard Test Method for ... 2010 Arizona APMS Update Statewide