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
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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
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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
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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.
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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
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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.
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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.
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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.
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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.
5.4
7.3
2.6
0.2
0
1
2
3
4
5
6
7
8
AAC AC APC PCC
Pavement Surface Type
Pave
men
t Are
a (M
illio
ns o
f sy)
Figure 2. Pavement area distributed by surface type.
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4.9
3.9
1.0
5.7
0
1
2
3
4
5
6
7
Apron/Helipad Runway Taxiway T-Hangar
Facility Type
Pave
men
t Are
a (M
illio
ns o
f sy)
Figure 3. Pavement area distributed by use.
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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.
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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
t Con
ditio
n In
dex
(PC
I)
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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.
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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
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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.
92
79 7875
6973 75 74
7074
84
6766
86
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30
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50
60
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Apron/Helipad Runway Taxiway T-Hangar
Facility Type
Pave
men
t Con
ditio
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dex
(PC
I)
AAC
AC
APC
PCC
Figure 6. Summary of area-weighted PCI distributed by surface type and facility type.
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5.4
2.6
7.7
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7
8
9
0-55 56-85 86-100
Pavement Condition Index (PCI) Range
Pave
men
t Are
a (M
illio
ns o
f sy)
Figure 7. Condition distribution.
Major Rehabilitation
Pavement Preservation Routine Maintenance
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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.
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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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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)
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).
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2010 Arizona A
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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)
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.
September 2010 2010 Arizona APMS Update Statewide Summary Report
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2010 Arizona APMS Update Statewide Summary Report September 2010
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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
September 2010 2010 Arizona APMS Update Statewide Summary Report
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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).
2010 Arizona APMS Update Statewide Summary Report September 2010
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• 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
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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.
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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.
2010 Arizona APMS Update Statewide Summary Report September 2010
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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
September 2010 2010 Arizona APMS Update Statewide Summary Report
26 Applied Pavement Technology, Inc.
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.
2010 Arizona APMS Update Statewide Summary Report September 2010
Applied Pavement Technology, Inc. 27
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.
September 2010 2010 Arizona APMS Update Statewide Summary Report
28 Applied Pavement Technology, Inc.
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
2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,663
3 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $105,400
4 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $58,900
5 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,483
R07R
6 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $28,520
TC03 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,185
TC05 2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,517
TC06 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,852
TC12 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,517
Phoenix Deer Valley Airport
TC13 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,185
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
2010 Arizona APMS Update Statewide Summary Report September 2010
Table 9. 2011-2018 APPP1 (continued).
Applied Pavement Technology, Inc. 29
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
Total Estimated Cost for 2012: $4,560,281
Benson Municipal Airport RW1028BN 10 Thin Asphalt Overlay/PFC $386,671
RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $211,603
RW826BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $100,589
TWA3BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,345
Bisbee Douglas International Airport
TWA4BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $38,009
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
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,479
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $69,317
Flagstaff Pulliam Airport
TWWFG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $29,996
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
September 2010 2010 Arizona APMS Update Statewide Summary Report
Table 9. 2011-2018 APPP1 (continued).
30 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Work Type Cost
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
Asphalt Emulsion Seal Coat $67,262
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
Total Estimated Cost for 2013: $5,419,853
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
Asphalt Emulsion Seal Coat $392,337
RW624PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $141,044
Payson Airport TWAPY 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $94,026
1 Thin Asphalt Overlay/PFC $60,929
2 Thin Asphalt Overlay/PFC $4,708
3 Thin Asphalt Overlay/PFC $276,880 TC
4 Thin Asphalt Overlay/PFC $77,640
TC01 1 Thin Asphalt Overlay/PFC $13,084
TC02 1 Thin Asphalt Overlay/PFC $14,450
TC07 1 Thin Asphalt Overlay/PFC $19,817
2014
Phoenix Deer Valley Airport
TC08 1 Thin Asphalt Overlay/PFC $19,932
2010 Arizona APMS Update Statewide Summary Report September 2010
Table 9. 2011-2018 APPP1 (continued).
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Year Project Airport Branch Section Work Type Cost
TC09 1 Thin Asphalt Overlay/PFC $19,932
TC10 1 Thin Asphalt Overlay/PFC $21,163 Phoenix Deer Valley Airport
TC11 1 Thin Asphalt Overlay/PFC $13,084
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
Asphalt Emulsion Seal Coat $159,533
Total Estimated Cost for 2014: $5,448,474
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
Total Estimated Cost for 2015: $5,457,830
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
September 2010 2010 Arizona APMS Update Statewide Summary Report
Table 9. 2011-2018 APPP1 (continued).
32 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Work Type Cost
TH01BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,681
Benson Municipal Airport TWABN 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $82,703
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $38,305
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
Asphalt Emulsion Seal Coat $78,236
Total Estimated Cost for 2016: $5,469,548
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
2010 Arizona APMS Update Statewide Summary Report September 2010
Table 9. 2011-2018 APPP1 (continued).
Applied Pavement Technology, Inc. 33
Year Project Airport Branch Section Work Type Cost
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
3 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,709
5 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,964
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
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $77,419
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $34,292
06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,777
06b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,216
TA
06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,179
1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,036
2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,834
3 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,114
4 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $785
5 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,867
6 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $491
TA3
7 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $785
2017
Phoenix Goodyear Airport
TA4 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $939
September 2010 2010 Arizona APMS Update Statewide Summary Report
Table 9. 2011-2018 APPP1 (continued).
34 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Work Type Cost
2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,424
TA4 3 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $552
1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,201
2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $958
Phoenix Goodyear Airport
TA7
3 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,320
10 Thin Asphalt Overlay/PFC $198,938 A01SD
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $22,506
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $99,048
A02SD 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $23,129
2017
Sedona Airport
A03SD 10 Thin Asphalt Overlay/PFC $42,090
Total Estimated Cost for 2017: $5,634,445
Bisbee Douglas International Airport RW1735BD 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $257,448
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
45 Thin Asphalt Overlay/PFC $44,702
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
Asphalt Emulsion Seal Coat $69,326
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
Asphalt Emulsion Seal Coat $14,219
2018
Phoenix Deer Valley Airport R07R 1 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,714
2010 Arizona APMS Update Statewide Summary Report September 2010
Table 9. 2011-2018 APPP1 (continued).
Applied Pavement Technology, Inc. 35
Year Project Airport Branch Section Work Type Cost
2 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,979
4 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $77,508
5 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,954
Phoenix Deer Valley Airport R07R
6 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $37,530
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $517,322
Scottsdale Airport A01SC 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $115,357
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
Total Estimated Cost for 2018: $5,598,641
1 Tucson International Airport was not included in this analysis.
September 2010 2010 Arizona APMS Update Statewide Summary Report
36 Applied Pavement Technology, Inc.
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
1 Tucson International Airport was not included in this analysis.
2010 Arizona APMS Update Statewide Summary Report September 2010
Applied Pavement Technology, Inc. 37
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.
September 2010 2010 Arizona APMS Update Statewide Summary Report
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2010 Arizona APMS Update Statewide Summary Report September 2010
Applied Pavement Technology, Inc. 39
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.
September 2010 2010 Arizona APMS Update Statewide Summary Report
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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
Bisbee Douglas International Airport
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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% 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
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
Bisbee Douglas International Airport
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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% 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
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
Chandler Municipal Airport
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Colorado City Municipal Airport
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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% 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
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
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
A
-7
% 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
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-8 Applied P
avement Technology, Inc.
% 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
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
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
A
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% 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
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
Flagstaff Pulliam Airport
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-10 Applied P
avement Technology, Inc.
% 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
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
10 AAC 101,562 6/1/1993 67 54 100 94 0 100 0 L&T Cracking, 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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-12 Applied P
avement Technology, Inc.
% 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
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
Table A-1. Summary condition data by airport name (continued).
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A
-13
% 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
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-14 Applied P
avement Technology, Inc.
% 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
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
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
A
-15
% 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
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
Laughlin/Bullhead International Airport
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-16 Applied P
avement Technology, Inc.
% 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
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
Marana Regional Airport
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
Table A-1. Summary condition data by airport name (continued).
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A
-17
% 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
30 AC 200,912 6/1/1998 97 93 81 66 18 82 0 Alligator Cracking, Block Cracking, L&T Cracking
40 AAC 175,159 7/1/2006 70 69 100 97 0 100 0 L&T Cracking, Raveling and Weathering
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
40 AC 50,022 6/1/2009 - - - 99 0 100 0 Raveling and Weathering
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-18 Applied P
avement Technology, Inc.
% 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
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching
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
03 AC 2,264 6/1/1996 - - - 72 0 100 0 L&T Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
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% 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
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
09 AC 158,467 9/1/1941 - - - 7 0 100 0 Block Cracking, Raveling and Weathering
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-20 Applied P
avement Technology, Inc.
% 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
15 PCC 83,070 6/1/1941 - - - 14 98 2 0 Joint Seal Damage, LTD Cracking, Shattered Slab, Small Patching
16 AC 117,513 6/1/1941 - - - 25 0 100 0 Block Cracking, Raveling and Weathering
17 AAC 10,366 10/23/2008 - - - 100 0 0 0 No Distress
18 AC 4,535 6/1/1941 - - - 35 0 100 0 Block Cracking, Raveling and Weathering
1911 AC 17,470 6/1/1941 - - - 5 0 100 0 Block Cracking, Raveling and Weathering
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
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
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% 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
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
02 AC 146,180 6/2/1989 - - - 60 0 100 0 L&T Cracking, 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
Phoenix - Goodyear Airport10
R03
02a AAC 36,785 6/3/1996 - - - 77 15 85 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-22 Applied P
avement Technology, Inc.
% 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
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
03b AAC 53,500 6/3/1996 - - - 62 13 87 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
03c AAC 53,500 6/3/1996 - - - 75 0 100 0 L&T Cracking, Raveling and Weathering
04a AAC 17,035 6/3/1996 - - - 74 0 100 0 L&T Cracking, Raveling and Weathering
04a AAC 17,035 6/3/1996 - - - 74 0 100 0 L&T Cracking, Raveling and Weathering
04c AAC 17,035 6/3/1996 - - - 72 0 100 0 L&T Cracking, Raveling and Weathering
05a AAC 48,550 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
05c AAC 48,550 6/3/1996 - - - 72 0 100 0 L&T Cracking, Raveling and Weathering
06a AAC 68,040 6/3/1996 - - - 74 0 100 0 L&T Cracking, Raveling and Weathering
06b AAC 241,920 12/1/1997 - - - 57 18 82 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
Phoenix - Goodyear Airport10 R03
06c AAC 68,040 6/3/1996 - - - 73 0 100 0 L&T Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
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% 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
07a AAC 14,350 6/3/1996 - - - 75 0 100 0 L&T Cracking, Raveling and Weathering
07b AAC 14,350 6/3/1996 - - - 49 34 66 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
07c AAC 14,350 6/3/1996 - - - 73 0 100 0 L&T Cracking, Raveling and Weathering
08a AAC 40,750 6/3/1996 - - - 70 0 100 0 L&T Cracking, Raveling and Weathering
08b AAC 40,750 6/3/1996 - - - 54 26 74 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
08c AAC 40,750 6/3/1996 - - - 71 0 100 0 L&T Cracking, Raveling and Weathering
09a AAC 22,000 6/3/1996 - - - 65 0 100 0 L&T Cracking, Raveling and Weathering
09b AAC 67,867 12/1/1997 - - - 53 27 73 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
09c AAC 22,000 6/3/1996 - - - 67 0 100 0 L&T Cracking, Raveling and Weathering
10a AAC 1,250 6/3/1996 - - - 70 0 100 0 L&T Cracking, Raveling and Weathering
10b AAC 1,250 6/3/1996 - - - 39 35 65 0 Alligator Cracking, L&T Cracking, Raveling and Weathering
10c AAC 1,250 6/3/1996 - - - 70 0 100 0 L&T Cracking, Raveling and Weathering
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-24 Applied P
avement Technology, Inc.
% 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
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching
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
Phoenix - Goodyear Airport10
TA1 01 PCC 22,321 4/1/2004 - - - 95 0 40 60 Joint Seal Damage, Joint Spalling, Small Patching
Table A-1. Summary condition data by airport name (continued).
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% 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
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
01 AAC 7,739 6/2/1996 - - - 80 0 100 0 L&T Cracking, Raveling and Weathering
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
06 AAC 1,252 6/2/1996 - - - 80 0 100 0 L&T Cracking, Raveling and Weathering
TA3
07 AAC 2,002 6/2/1996 - - - 94 0 100 0 L&T Cracking
01 AAC 2,393 6/3/1996 - - - 80 0 100 0 L&T Cracking, Raveling and Weathering
02 AAC 6,180 6/3/1996 - - - 75 0 100 0 L&T Cracking, Raveling and Weathering
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
Phoenix - Goodyear Airport10
TA5 02 AAC 14,451 6/3/1996 - - - 42 0 100 0 Block Cracking, Raveling and
Weathering
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-26 Applied P
avement Technology, Inc.
% 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
TA5 03 AAC 3,468 4/1/2004 - - - 84 0 100 0 L&T Cracking, Patching
01 AAC 6,392 6/3/1996 - - - 65 0 100 0 Block Cracking, Raveling and Weathering
02 AAC 14,542 6/3/1996 - - - 51 0 100 0 Block Cracking, Raveling and Weathering
TA6
03 AAC 3,508 4/1/2004 - - - 94 0 100 0 L&T Cracking
01 AAC 3,061 6/3/1996 - - - 74 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 2,442 6/2/2000 - - - 79 0 97 3 L&T Cracking, Swelling, Raveling and Weathering
03 AAC 5,915 6/3/1996 - - - 75 0 100 0 L&T Cracking, 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
Phoenix - Goodyear Airport10
TTHGRS 01 AC 16,209 6/2/2000 - - - 57 0 100 0 L&T Cracking, Raveling and Weathering
01 AC 401,877 6/1/1993 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 3,738 6/1/1993 - - - 67 0 100 0 L&T Cracking, Raveling and Weathering
03 AC 393,044 6/2/1989 - - - 66 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
Table A-1. Summary condition data by airport name (continued).
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A
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% 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
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
Alligator Cracking, Block Cracking, L&T Cracking, Patching, Raveling and Weathering
08 AC 163,763 6/1/1995 - - - 53 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
09 AC 41,080 1/1/2000 - - - 55 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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avement Technology, Inc.
% 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
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
19 AC 47,510 6/1/1981 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
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
02 AC 7,842 8/2/1999 - - - 96 0 100 0 Raveling and Weathering
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
01 AAC 53,798 9/1/2003 - - - 68 0 100 0 L&T Cracking, Raveling and Weathering
Phoenix Deer Valley Airport10
R07L 02 AAC 7,500 9/1/2003 - - - 54 0 100 0 L&T Cracking, Raveling and
Weathering
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
A
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% 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
03 AAC 60,000 9/1/2003 - - - 48 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
04 AAC 7,500 9/1/2003 - - - 61 0 100 0 L&T Cracking, Raveling and Weathering
05 AAC 22,500 9/1/2003 - - - 56 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
06 AAC 30,000 9/1/2003 - - - 60 0 100 0 L&T Cracking, Raveling and Weathering
07 AAC 15,000 9/1/2003 - - - 64 0 100 0 L&T Cracking, Raveling and Weathering
08 AAC 7,500 9/1/2003 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
R07L
09 AAC 135,000 9/1/2003 - - - 63 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
01 AC 90,000 8/10/1999 - - - 82 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 44,073 8/10/1999 - - - 85 0 100 0 L&T Cracking, Raveling and Weathering
03 AC 340,000 8/10/1999 - - - 70 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
04 AC 190,000 8/10/1999 - - - 81 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
05 AC 66,073 8/10/1999 - - - 84 0 100 0 L&T Cracking, Raveling and Weathering
Phoenix Deer Valley Airport10
R07R
06 AC 92,000 8/9/1999 - - - 82 0 100 0 L&T Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-30 Applied P
avement Technology, Inc.
% 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
01 AC 18,177 6/1/1992 - - - 67 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 40,710 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
03 AC 1,500 6/1/1992 - - - 58 0 100 0 L&T Cracking, Raveling and Weathering
04 AC 5,113 6/1/1983 - - - 37 0 100 0 Block Cracking, Patching, Raveling and Weathering
05 AC 17,078 6/2/1988 - - - 50 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
06 AC 52,000 6/1/1988 - - - 37 0 100 0 Block Cracking, Patching, Raveling and Weathering
07 AC 6,000 6/2/1988 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
08 AC 73,960 6/1/1988 - - - 39 0 100 0 Block Cracking, Patching, Raveling and Weathering
TA
09 AC 59,345 6/2/1995 - - - 62 13 87 0 Block Cracking, L&T Cracking, Rutting, Raveling and Weathering
01 AC 15,790 6/1/1985 - - - 42 0 100 0 Block Cracking, 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
Phoenix Deer Valley Airport10
TA05 02 AC 2,725 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and
Weathering
Table A-1. Summary condition data by airport name (continued).
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avement Technology, Inc.
A
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% 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
03 AC 452 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
04 AC 2,562 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
TA05
05 AC 3,185 6/3/1992 - - - 59 0 100 0 L&T Cracking, Raveling and Weathering
01 AC 3,834 6/2/1989 - - - 64 0 100 0 Block Cracking
02 AC 3,267 6/2/1989 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
03 AC 4,769 6/1/1988 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
TA09
04 AAC 2,909 6/2/1992 - - - 38 0 100 0 L&T Cracking, Raveling and Weathering
01 AC 3,334 6/2/1989 - - - 64 0 100 0 Block Cracking
02 AC 1,700 6/2/1989 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
03 AC 4,769 6/1/1988 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
TA10
04 AAC 2,909 6/2/1992 - - - 55 0 100 0 L&T Cracking, Raveling and Weathering
01 AC 4,274 6/1/1988 - - - 37 0 100 0 Block Cracking, Patching, Raveling and Weathering
02 AAC 2,414 6/2/1992 - - - 44 0 100 0 L&T Cracking, Raveling and Weathering
03 AC 3,870 6/1/1988 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
Phoenix Deer Valley Airport10
TA11
04 AC 1,558 6/2/1995 - - - 69 0 100 0 Patching, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-32 Applied P
avement Technology, Inc.
% 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
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
01 AC 61,152 6/1/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
02 AC 6,000 6/3/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
03 AAC 18,000 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
04 AC 6,000 6/3/1992 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
TB
05 AAC 122,021 6/2/1992 - - - 49 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
01 AC 31,943 6/1/1985 - - - 46 0 100 0 Block Cracking, Raveling and Weathering
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
01 AC 7,310 6/3/1992 - - - 69 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 3,273 6/3/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
03 AC 16,073 6/2/1974 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
Phoenix Deer Valley Airport10
TB05
04 AC 854 6/2/1986 - - - 21 0 100 0 Block Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
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% 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
01 AAC 7,825 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
02 AAC 3,073 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
TB09
03 AC 16,273 6/2/1974 - - - 48 0 100 0 Block Cracking, Raveling and Weathering
01 AAC 6,773 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering
02 AAC 2,537 6/2/1992 - - - 42 0 100 0 Block Cracking, Raveling and Weathering TB11
03 AC 15,737 8/2/1999 - - - 56 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering
01 AC 47,840 6/2/1986 - - - 67 0 100 0 L&T Cracking, Raveling and Weathering
02 AC 3,697 8/10/1999 - - - 83 0 100 0 L&T Cracking, Raveling and Weathering
03 AC 217,400 8/10/1999 - - - 77 0 100 0 L&T Cracking, Raveling and Weathering
TC
04 AC 60,961 8/10/1999 - - - 80 0 100 0 L&T Cracking, Raveling and Weathering
TC01 01 AC 10,273 6/2/1986 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
TC02 01 AC 11,346 6/2/1986 - - - 66 0 100 0 L&T Cracking, Raveling and Weathering
TC03 01 AC 10,273 8/10/1999 - - - 83 0 100 0 L&T Cracking, Raveling and Weathering
01 AC 854 8/10/1999 - - - 96 0 100 0 Raveling and Weathering
Phoenix Deer Valley Airport10
TC05 02 AC 11,346 8/10/1999 - - - 88 0 100 0 L&T Cracking, Raveling and
Weathering
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-34 Applied P
avement Technology, Inc.
% 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
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
TC11 01 AC 10,273 8/10/1999 - - - 79 0 100 0 L&T Cracking, Raveling and Weathering
TC12 01 AC 11,346 8/10/1999 - - - 83 0 100 0 L&T Cracking, Raveling and Weathering
TC13 01 AC 10,273 8/10/1999 - - - 88 0 100 0 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
Phoenix Deer Valley Airport10
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
20 PCC 164,063 6/1/1968 - - - 83 0 63 37 Corner Spalling, Joint Seal Damage, Joint Spalling, 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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching
Table A-1. Summary condition data by airport name (continued).
Appendix A
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avement Technology, Inc.
% 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
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching
Phoenix-Mesa Gateway Airport
RW12L30RWG 10 PCC 150,000 10/1/1999 - 99 99 98 0 100 0 Joint Seal Damage
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching
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
Phoenix-Mesa Gateway Airport
THNORTHWG 10 AC 134,400 1/3/2008 - - - 100 0 0 0 No Distress
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-38 Applied P
avement Technology, Inc.
% 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
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
Phoenix-Mesa Gateway Airport
TWBWG
50 PCC 190,151 5/3/2009 - - - 100 0 0 0 No Distress
Table A-1. Summary condition data by airport name (continued).
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% 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
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
80 PCC 4,490 6/1/1954 - - - 90 0 67 33 Joint Seal Damage, 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
Phoenix-Mesa Gateway Airport
TWGWG
110 PCC 49,584 6/1/1942 - - - 48 28 15 57
Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-40 Applied P
avement Technology, Inc.
% 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
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
10 PCC 45,539 6/1/1999 - - - 98 0 100 0 Joint Seal Damage
Phoenix-Mesa Gateway Airport
TWKWG 20 APC 23,039 6/1/1998 - - - 60 26 67 7 Alligator Cracking, Depression,
L&T Cracking, Swelling
Table A-1. Summary condition data by airport name (continued).
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% 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
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
80 PCC 18,000 6/1/1958 - - - 83 0 68 32 Corner Spalling, Joint Seal Damage, Joint Spalling, 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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching
110 PCC 31,062 6/1/2003 - - - 94 0 92 8 Joint Seal Damage, Small Patching
Phoenix-Mesa Gateway Airport TWKWG
120 PCC 33,750 6/1/2003 - - - 96 0 50 50 Joint Seal Damage, Large Patching, Small Patching
Table A-1. Summary condition data by airport name (continued).
Appendix A
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avement Technology, Inc.
% 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
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching
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
Phoenix-Mesa Gateway Airport
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
Table A-1. Summary condition data by airport name (continued).
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A
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% 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
55 PCC 13,875 3/4/2009 - - - 100 0 0 0 No Distress
60 PCC 37,097 6/1/2003 - - - 98 0 100 0 Joint Seal Damage
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
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching
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
Phoenix-Mesa Gateway Airport
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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A-44 Applied P
avement Technology, Inc.
% 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
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
10 AAC 81,973 6/1/1999 100 93 91 79 0 100 0 L&T Cracking, Raveling and Weathering
20 AAC 166,908 6/1/1993 87 75 83 77 0 82 18 L&T Cracking, Swelling, Raveling and Weathering TWDRY
30 AAC 49,197 6/1/1999 93 95 91 48 0 100 0 L&T Cracking, Raveling and Weathering
Ryan Field Airport
TWERY 10 AC 85,158 6/1/2004 - - 100 86 0 100 0 L&T Cracking, Raveling and Weathering
Table A-1. Summary condition data by airport name (continued).
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A
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% 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
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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% 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
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
Show Low Regional Airport
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
Table A-1. Summary condition data by airport name (continued).
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% 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
Sierra Vista Municipal Airport - Libby AFF
TWKSV 10 PCC 250,206 1/1/1996 99 98 95 93 5 82 13
Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching
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
Springerville Municipal Airport
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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% 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
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
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Table A-1. Summary condition data by airport name (continued).
Appendix A
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% 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
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
Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching
Yuma MCAS/Yuma International Airport
TH01YM 10 AAC 77,255 1/18/2006 - 68 100 89 0 85 15 L&T Cracking, Oil/Fuel Damage
Table A-1. Summary condition data by airport name (continued).
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% 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
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
Alligator Cracking, Block Cracking, L&T Cracking, Patching, Raveling and Weathering
Yuma MCAS/Yuma International Airport
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.
Table A-1. Summary condition data by airport name (continued).
Appendix A
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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.
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.
Airport Name Associated City Branch Section Paint
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
2010 Arizona APMS Update Statewide Summary Report Appendix B
Table B-1. Paint remarking recommendations1 (continued).
Applied Pavement Technology, Inc. B-3
Airport Name Associated City Branch Section Paint
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
Appendix B 2010 Arizona APMS Update Statewide Summary Report
Table B-1. Paint remarking recommendations1 (continued).
B-4 Applied Pavement Technology, Inc.
Airport Name Associated City Branch Section Paint
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
2010 Arizona APMS Update Statewide Summary Report Appendix B
Table B-1. Paint remarking recommendations1 (continued).
Applied Pavement Technology, Inc. B-5
Airport Name Associated City Branch Section Paint
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
Appendix B 2010 Arizona APMS Update Statewide Summary Report
Table B-1. Paint remarking recommendations1 (continued).
B-6 Applied Pavement Technology, Inc.
Airport Name Associated City Branch Section Paint
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.
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
Bisbee Douglas International Airport
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.
Year Project Airport Branch Section Area (sf)
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
2010 Arizona APMS Update Statewide Summary Report Appendix C
Table C-1. Sections requiring major rehabilitation1 (continued).
Applied Pavement Technology, Inc. C-3
Year Project Airport Branch Section Area (sf)
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
Table C-1. Sections requiring major rehabilitation1 (continued).
C-4 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Area (sf)
01 7,82502 3,073TB09
03 16,27301 6,77302 2,537
Phoenix Deer Valley Airport
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
Phoenix Goodyear Airport
TTHGRS 01 16,209A01PA 10 1,511,819
2011
Pinal Airpark RW1230PA 10 1,026,629
2010 Arizona APMS Update Statewide Summary Report Appendix C
Table C-1. Sections requiring major rehabilitation1 (continued).
Applied Pavement Technology, Inc. C-5
Year Project Airport Branch Section Area (sf)
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
Yuma MCAS/Yuma International Airport
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
1 Tucson International Airport was not included in this analysis.
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
A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,275
RW523BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,407
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,618
Bagdad Airport
TWABG 20 Thin Asphalt Overlay/PFC $3,689
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,806
A01BN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $34,503
TH01BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,395
Benson Municipal Airport
TWABN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $67,976
A01BD 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,578
RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $195,639
RW826BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $93,000
Bisbee Douglas International Airport
TWA3BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,357
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
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $107,307
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
Casa Grande Municipal Airport
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.
Year Project Airport Branch Section Treatment Estimated Cost
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $40,193
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $156,960
TH01CH 20 PCC Joint Resealing and
Spall Repairs $76,260
Chandler Municipal Airport
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
Asphalt Emulsion Seal Coat $51,241
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
Asphalt Emulsion Seal Coat $9,006
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
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,311
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
Ernest A. Love Field Airport
RW3L21RPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $90,130
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-3
Year Project Airport Branch Section Treatment Estimated Cost
TWAPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,101
TWFPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,509
Ernest A. Love Field Airport
TWKPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,625
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $77,504
A01MF 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $65,884
A02MF 10 Thin Asphalt Overlay/PFC $1,828,710
TH01MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,712
Falcon Field Airport
TWEMF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,697
A02FG 10 PCC Joint Resealing and Spall Repairs $140,571
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $325,500
RW321FG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $83,700
10 Thin Asphalt Overlay/PFC $163,256
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $171,072 TWAFG
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,274
Flagstaff Pulliam Airport
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
TWAGL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $130,032
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,484
15 PCC Joint Resealing and Spall Repairs $28,464
2011
Grand Canyon National Park Airport A01GC
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $289,361
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-4 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
Grand Canyon National Park Airport TWPGC 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $300,014
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
10 Thin Asphalt Overlay/PFC $140,423
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,940
H.A. Clark Memorial Field Airport
A02WI
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,068
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
TWAKG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $48,267
Kingman Airport
TWCKG 05 PCC Joint Resealing and Spall Repairs $9,948
10 Thin Asphalt Overlay/PFC $1,016,650 A01LH
30 PCC Joint Resealing and Spall Repairs $1,898
A02LH 10 Thin Asphalt Overlay/PFC $173,588 RW1432LH 10 Thin Asphalt Overlay/PFC $909,678
10 Thin Asphalt Overlay/PFC $260,037 TH01LH
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,245
Lake Havasu City Airport
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
Laughlin/Bullhead International Airport
TWALB 10 Thin Asphalt Overlay/PFC $751,079 10 Thin Asphalt Overlay/PFC $182,845
A02AV 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $53,471
A03AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $251,782
2011
Marana Regional Airport
A04AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,918
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-5
Year Project Airport Branch Section Treatment Estimated Cost
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
RW321NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $232,489
TH01NG 10 Thin Asphalt Overlay/PFC $20,380
TWANG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $146,154
Nogales International Airport
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
50 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,654
RW1533PM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,925
RW725PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $48,587
10 Thin Asphalt Overlay/PFC $65,005
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,249 TH01PM
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,231
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $84,122
Page Municipal Airport
TWAPM 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $10,805
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $33,234
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
01 Thin Asphalt Overlay/PFC $455,014
2011
Phoenix Deer Valley Airport ANE
02 Thin Asphalt Overlay/PFC $4,232
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-6 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
03 Thin Asphalt Overlay/PFC $445,013 04 Thin Asphalt Overlay/PFC $452,366 05 Thin Asphalt Overlay/PFC $1,083,719 ANE
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,580
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,987
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,495
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $278,343
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $240,578
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,872
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,827
14 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $971
15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $28,715
16 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $185,313
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,744
ASR
18 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,674
ATA13HOLD 01 Thin Asphalt Overlay/PFC $17,663 ATBHOLD 01 Thin Asphalt Overlay/PFC $17,663
ATC01HOLD 01 Thin Asphalt Overlay/PFC $14,470
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $739
ATC03HOLD 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $2,431
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
2011 Phoenix Deer Valley Airport
R07L
07 Thin Asphalt Overlay/PFC $16,983
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-7
Year Project Airport Branch Section Treatment Estimated Cost
08 Thin Asphalt Overlay/PFC $8,492 R07L 09 Thin Asphalt Overlay/PFC $152,850
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,900
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,663
03 Thin Asphalt Overlay/PFC $384,956
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $58,900
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,483
R07R
06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $28,520
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
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,146
TC01 01 Thin Asphalt Overlay/PFC $11,631
TC02 01 Thin Asphalt Overlay/PFC $12,846
TC03 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,185
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $265
TC05 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $3,517
2011 Phoenix Deer Valley Airport
TC06 01 Thin Asphalt Overlay/PFC $17,719
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-8 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
TC07 01 Thin Asphalt Overlay/PFC $17,617
TC12 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,517 Phoenix Deer Valley
Airport
TC13 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,185
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $75,341
11 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $38,266
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $764
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,265
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,213
ATERM
28 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $58,381
01 Thin Asphalt Overlay/PFC $104,789
02 Thin Asphalt Overlay/PFC $165,508
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $967
ATHGR
04 Thin Asphalt Overlay/PFC $155,202
ATHGRS 01 Thin Asphalt Overlay/PFC $412,586
02b Thin Asphalt Overlay/PFC $41,649
03b Thin Asphalt Overlay/PFC $60,574
04b Thin Asphalt Overlay/PFC $19,287
05b Thin Asphalt Overlay/PFC $54,969
06b Thin Asphalt Overlay/PFC $273,907
08a Thin Asphalt Overlay/PFC $46,138
08c Thin Asphalt Overlay/PFC $46,138
09a Thin Asphalt Overlay/PFC $24,909
09c Thin Asphalt Overlay/PFC $24,909
10a Thin Asphalt Overlay/PFC $1,415
R03
10c Thin Asphalt Overlay/PFC $1,415
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,625
2011
Phoenix Goodyear Airport
TA 05 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $3,923
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-9
Year Project Airport Branch Section Treatment Estimated Cost
02a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,939
02b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,793
02c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,962
04a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,894
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,185
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,101
06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,727
TA
06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,835
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,821
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $621
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,265
TA3
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $621
TA5 01 Thin Asphalt Overlay/PFC $7,237
01 Thin Asphalt Overlay/PFC $7,237 TA6
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,087
Phoenix Goodyear Airport
TA7 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $531
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
20 PCC Joint Resealing and Spall Repairs $11,949
TWGWG 90 PCC Joint Resealing and
Spall Repairs $7,828
2011
Phoenix-Mesa Gateway Airport
TWKWG 20 Thin Asphalt Overlay/PFC $26,085
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-10 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
30 Thin Asphalt Overlay/PFC $53,683
50 PCC Joint Resealing and Spall Repairs $32,778
80 PCC Joint Resealing and Spall Repairs $16,634
TWKWG
90 PCC Joint Resealing and Spall Repairs $20,384
Phoenix-Mesa Gateway Airport
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,699
TWBRY 20 Thin Asphalt Overlay/PFC $346,510
TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,399
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
TWESF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $37,894
San Manuel Airport TH01SM 20 Thin Asphalt Overlay/PFC $28,034
A01SC 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $123,443
Scottsdale Airport TWBSC 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $149,733
A01SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,787
A02SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,279
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
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-11
Year Project Airport Branch Section Treatment Estimated Cost
A01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,462
A02SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $106,030
A03SL 10 Thin Asphalt Overlay/PFC $129,275
RW321SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $76,427
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,799
TH01SL 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $21,228
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,687
TWA4SL 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $7,948
TWASL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $138,222
Show Low Regional Airport
TWDSL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,260
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $104,555
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,326 A01SV
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,580
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
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $76,798
A02SP 10 Thin Asphalt Overlay/PFC $46,559
RW1129SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $86,834
Springerville Municipal Airport
TWASP 10 Thin Asphalt Overlay/PFC $370,228
RW321SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $62,188
TH01SJ 10 Thin Asphalt Overlay/PFC $19,994 St. Johns Industrial Air Park
TWBSJ 10 Thin Asphalt Overlay/PFC $163,007
TH01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,214
2011
Taylor Airport TWATA 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $64,305
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-12 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
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
40 PCC Joint Resealing and Spall Repairs $27,059
ADCCYM 60 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $21,713
ATERMYM 20 PCC Joint Resealing and Spall Repairs $81,827
TH02YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,008
2011
Yuma MCAS/Yuma International Airport
TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,853
Total Estimated Cost for 2011: $39,073,715
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
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-13
Year Project Airport Branch Section Treatment Estimated Cost
RW4L22RMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $107,967
20 Thin Asphalt Overlay/PFC $660,504 Falcon Field Airport TH01MF
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,425
Glendale Municipal Airport TH01GL 10 Thin Asphalt Overlay/PFC $543,673
H.A. Clark Memorial Field Airport TWAWI 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $115,290
Holbrook Municipal Airport TWBHL 10 Thin Asphalt Overlay/PFC $49,505
Kearny Airport A01KE 10 Thin Asphalt Overlay/PFC $57,445
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $307,362
15 Thin Asphalt Overlay/PFC $178,170 A01KG
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $72,224
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
Phoenix Deer Valley Airport
TC08 01 Thin Asphalt Overlay/PFC $18,428
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
Phoenix Goodyear Airport
R03 03a Thin Asphalt Overlay/PFC $62,997
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-14 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
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
Phoenix Goodyear Airport
TA2 01 Thin Asphalt Overlay/PFC $5,703
RW12C30CWG 30 PCC Joint Resealing and Spall Repairs $237,437
20 PCC Joint Resealing and Spall Repairs $542,676
30 PCC Joint Resealing and Spall Repairs $74,980
40 PCC Joint Resealing and Spall Repairs $97,858
RW12R30LWG
50 PCC Joint Resealing and Spall Repairs $151,366
Phoenix-Mesa Gateway Airport
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
Asphalt Emulsion Seal Coat $4,265
Winslow-Lindbergh Regional Airport A01WN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $29,316
2012
Yuma MCAS/Yuma International Airport APAPPYYM 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $41,912
Total Estimated Cost for 2012: $7,992,223
Benson Municipal Airport A01BN 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,998
Bisbee Douglas International Airport A01BD 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $59,777
Bisbee Municipal Airport A01BM 10 Thin Asphalt Overlay/PFC $133,697
2013
Buckeye Municipal Airport TWABK 10 Thin Asphalt Overlay/PFC $516,152
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-15
Year Project Airport Branch Section Treatment Estimated Cost
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
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $147,383
A02MF 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $5,162
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
Spall Repairs $35,671
Grand Canyon National Park Airport A02GC 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $26,407
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
TC10 01 Thin Asphalt Overlay/PFC $20,349
TR01 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,265
TR02 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,256
TR03 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,383
TR04 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,623
TR05 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,383
Phoenix Deer Valley Airport
TR06 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,203
ATERM 04 PCC Joint Resealing and Spall Repairs $138,283
2013
Phoenix Goodyear Airport R03 01a PCC Joint Resealing and
Spall Repairs $48,681
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-16 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
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
Phoenix Goodyear Airport
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
Spall Repairs $35,757
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
Asphalt Emulsion Seal Coat $23,533
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
Asphalt Emulsion Seal Coat $211,865
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
Spall Repairs $55,327
Total Estimated Cost for 2013: $11,882,253
2014 Bagdad Airport A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,307
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-17
Year Project Airport Branch Section Treatment Estimated Cost
RW523BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $100,570
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,945 Bagdad Airport
TWABG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,136
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $51,526
A01BN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $38,811
TH01BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,442
Benson Municipal Airport
TWABN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $76,464
A01BD 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $15,273
RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $220,067
RW826BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $104,612
Bisbee Douglas International Airport
TWA3BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,399
Bisbee Municipal Airport RW1735BM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $162,111
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $43,776
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
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $81,910
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $15,526 A01CG
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $120,705
RW523CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $181,328
TH01CG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $28,030
Casa Grande Municipal Airport
TWACG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $124,597
2014
Chandler Municipal Airport A01CH 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $314,695
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-18 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,212
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $157,908 A01CH
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $90,254
RW4R22LCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $126,822
TH01CH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $176,558
Chandler Municipal Airport
TWCCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $102,492
A01CO 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,615
RW321CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $159,569 Cochise County Airport
TWACO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $40,759
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
Colorado City Municipal Airport
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
Asphalt Emulsion Seal Coat $83,315
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
TWAEM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,271
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-19
Year Project Airport Branch Section Treatment Estimated Cost
RW1230AJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $79,171
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,411
Eric Marcus Municipal Airport
TWAAJ 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $5,974
A02PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,167
ANORTHPR 10 Thin Asphalt Overlay/PFC $608,021
ASOUTHPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $66,345
RW3L21RPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $101,384
TWAPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,730
TWFPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,570
Ernest A. Love Field Airport
TWKPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,702
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $87,182
A01MF 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $74,111
A02MF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $563,216
TH01MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,798
Falcon Field Airport
TWEMF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,402
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $366,143
RW321FG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $94,151
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,281
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $192,433 TWAFG
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $44,178
Flagstaff Pulliam Airport
TWWFG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,195
2014
Gila Bend Municipal Airport RW422GB 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $135,865
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-20 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
Gila Bend Municipal Airport TWAGB 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $104,613
A01GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,256
RW119GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $249,666
TH01GL 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $188,113
Glendale Municipal Airport
TWAGL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $146,269
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $35,415
A01GC 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $325,492 Grand Canyon National Park Airport
TWPGC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $337,475
Greenlee County Airport TWAGR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,730
A01WI 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $67,477
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $43,248
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,682
H.A. Clark Memorial Field Airport
A02WI
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,201
A01HL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $71,232 Holbrook Municipal
Airport RW321HL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $176,302
A01KG 45 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,462
RW321KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $357,303 Kingman Airport
TWAKG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,293
A01LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $313,113
A02LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,462
RW1432LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $280,168
2014
Lake Havasu City Airport
TH01LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $80,088
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-21
Year Project Airport Branch Section Treatment Estimated Cost
TH01LH 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,649
Lake Havasu City Airport TWALH 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $291,056
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
Asphalt Emulsion Seal Coat $231,321
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,314
A02AV 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $60,147
A03AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $283,221
A04AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,280
TH01AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $119,761
TH02AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $169,327
TWBAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,308
Marana Regional Airport
TWEAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,260
A01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,135
HP01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,232
RW321NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $261,519
TH01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,277
TWANG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $164,403
Nogales International Airport
TWBNG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,172
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $70,060
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,079
2014
Page Municipal Airport A01PM
50 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,607
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-22 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
RW1533PM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,538
RW725PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,654
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,021
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,898 TH01PM
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,383
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $94,626
Page Municipal Airport
TWAPM 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $12,155
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $37,383
A01PY 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $57,476
A02PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,968
RW624PY 10 Mill and Replace PFC $880,132
Payson Airport
TH01PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,430
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $140,138
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,303
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $137,058
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $139,322
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $333,770
ANE
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,902
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,984
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $96,170
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $313,098
2014
Phoenix Deer Valley Airport
ASR
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $270,617
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-23
Year Project Airport Branch Section Treatment Estimated Cost
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,479
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,055
14 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,092
15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,300
16 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $208,452
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,961
ASR
18 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,008
ATA13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,440
ATBHOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,440
ATC01HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,456
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $832
ATC03HOLD 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $2,735
ATC11HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,369
ATC13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,456
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,760
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,615
06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,461
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,231
08 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,615
R07L
09 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,076
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,384
2014 Phoenix Deer Valley Airport
R07R 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $15,369
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-24 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $118,561
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $66,254
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,040
R07R
06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,081
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,338
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $523 TA
09 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,694
TA03 02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,061
TA05 05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,111
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,337
TA09 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,139
TA10 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,163
TA11 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $543
TA13 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,945
TB 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,092
TB04 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,667
TB05 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,549
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,682
TC 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,289
TC01 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,582
TC02 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,956
2014 Phoenix Deer Valley Airport
TC03 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,582
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-25
Year Project Airport Branch Section Treatment Estimated Cost
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $298
TC05 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $3,956
TC06 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,457
TC07 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,426
TC12 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,956
Phoenix Deer Valley Airport
TC13 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,582
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $84,748
11 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $43,044
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $860
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,047
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,615
ATERM
28 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $65,670
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,274
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,974
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,088
ATHGR
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,800
02b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,827
03b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,656
03c Thin Asphalt Overlay/PFC $68,137
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,940
05b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,930
06b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $84,359
2014
Phoenix Goodyear Airport
R03
07a Thin Asphalt Overlay/PFC $18,276
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-26 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
08a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,210
08c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,210
09a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,672
09c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,672
10a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $436
R03
10c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $436
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,077
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,413
02a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,306
02b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,642
02c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,332
04a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,878
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,825
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,485
06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,692
TA
06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,939
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,298
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $698
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,548
TA3
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $698
TA4 02 Thin Asphalt Overlay/PFC $7,871
2014 Phoenix Goodyear Airport
TA5 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,229
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-27
Year Project Airport Branch Section Treatment Estimated Cost
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,229
TA6 03 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,223
03 Thin Asphalt Overlay/PFC $7,533 Phoenix Goodyear Airport
TA7 04 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $598
RW12C30CWG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $298,163
THNORTHWG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,866
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,034
Phoenix-Mesa Gateway Airport
TWKWG 30 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $16,534
APARKRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $100,497
AWINGRY 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,049
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,278
TWBRY 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $106,720
TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,695
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
Safford Regional Airport
TWESF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,626
San Manuel Airport RW1129SM 10 Thin Asphalt Overlay/PFC $405,004
A01SC 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $138,857
TWBSC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $168,429
2014
Scottsdale Airport
TWCSC 10 Thin Asphalt Overlay/PFC $40,604
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-28 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
A01SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,008
A02SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,562
A03SD 10 Thin Asphalt Overlay/PFC $37,418
RW321SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $178,887
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
A01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,763
A02SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $119,269
A03SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,815
HP01SL 10 Thin Asphalt Overlay/PFC $7,864
RW321SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,970
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,771
TH01SL 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $23,879
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,147
TWA4SL 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $8,940
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $117,610
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $35,237 A01SV
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,277
2014
Sierra Vista Municipal Airport-Libby AAF
TWGSV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $73,001
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-29
Year Project Airport Branch Section Treatment Estimated Cost
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,836
A01SP 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $86,387
A02SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,340
RW1129SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $97,677
Springerville Municipal Airport
TWASP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $114,025
RW321SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $69,953
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
TH01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,489
Taylor Airport TWATA 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $72,334
RW624TS 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $95,730 Tombstone Municipal
Airport TWATS 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $12,089
A01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $79,901
RW523WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $159,533
TH01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,146
Wickenburg Municipal Airport
TWAWK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $96,111
A02WN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $49,414
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
A01YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $43,580
A02YM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $133,282
2014
Yuma MCAS/Yuma International Airport
ADCCYM 60 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,424
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-30 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
TH02YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,253
2014 Yuma MCAS/Yuma International Airport
TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $67,327
Total Estimated Cost for 2014: $23,564,775
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
Asphalt Emulsion Seal Coat $46,057
Chandler Municipal Airport TWACH 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $229,805
Cochise County Airport TH01CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,209
TH01CM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,052 Coolidge Municipal
Airport TWACM 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $75,180
Cottonwood Airport A01CT 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $72,599
A04PR 10 Thin Asphalt Overlay/PFC $42,189
ASOUTHPR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $116,223
TH01PR 10 Thin Asphalt Overlay/PFC $152,866
Ernest A. Love Field Airport
TWDPR 10 Thin Asphalt Overlay/PFC $1,285,332
A02MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,229
RW4L22RMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $121,448
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $203,425
Falcon Field Airport
TH01MF 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $22,976
Gila Bend Municipal Airport A01GB 10 Thin Asphalt Overlay/PFC $168,703
Glendale Municipal Airport TH01GL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $167,443
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
H.A. Clark Memorial Field Airport TWAWI 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $129,686
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-31
Year Project Airport Branch Section Treatment Estimated Cost
A02HL 10 Thin Asphalt Overlay/PFC $38,239 Holbrook Municipal Airport TWBHL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $15,247
Kearny Airport A01KE 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,692
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $345,740
15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,874 A01KG
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $81,242
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
RW1634LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $408,031
TWA4LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,827
TWA5LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,867
Laughlin/Bullhead International Airport
TWALB 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $73,963
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
Marana Regional Airport
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
ANW 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $123,137
ASR 06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $138,338
TC 03 Thin Asphalt Overlay/PFC $287,955
2015
Phoenix Deer Valley Airport
TC08 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,676
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-32 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
ATERM 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $821
03a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,402
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,178
05a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,607
R03
05c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,607
TA2 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,756
Phoenix Goodyear Airport
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
TH01SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,506 Springerville Municipal
Airport TWBSP 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $45,039
RW321TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $197,874
Taylor Airport TH01TA 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $4,797
Winslow-Lindbergh Regional Airport A01WN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $32,976
2015
Yuma MCAS/Yuma International Airport APAPPYYM 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $47,145
Total Estimated Cost for 2015: $11,608,299
Benson Municipal Airport A01BN 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,248
Bisbee Douglas International Airport A01BD 40 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $67,241
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
Asphalt Emulsion Seal Coat $84,496
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-33
Year Project Airport Branch Section Treatment Estimated Cost
Chandler Municipal Airport RW4L22RCH 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $124,263
Cochise County Airport A01CO 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $46,197
Coolidge Municipal Airport RW523CM 10C Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $155,721
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 $282,313
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $165,786
A02MF 40 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
Asphalt Emulsion Seal Coat $29,704
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
TC09 01 Thin Asphalt Overlay/PFC $21,558
TC10 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,267
TC11 01 Thin Asphalt Overlay/PFC $14,151
TR01 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,672
TR02 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,787
2016
Phoenix Deer Valley Airport
TR03 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,931
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-34 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
TR04 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,950
TR05 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,931
Phoenix Deer Valley Airport
TR06 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,728
02a Thin Asphalt Overlay/PFC $50,672 02c Thin Asphalt Overlay/PFC $50,634
04a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,425
06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $25,662
06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $25,662
R03
07c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,412
TA4 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $531
TA5 03 Mill and Replace PFC $8,162
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,154
Phoenix Goodyear Airport
TA7 02 Thin Asphalt Overlay/PFC $3,364
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,743
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
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-35
Year Project Airport Branch Section Treatment Estimated Cost
A01SC 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $106,654
Scottsdale Airport RW321SC 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $311,159
Sedona Airport A02SD 10 Mill and Replace PFC $594,299 Springerville Municipal Airport RW321SP 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $238,319
A01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,256
2016
Taylor Airport TWATA 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $35,957
Total Estimated Cost for 2016: $8,987,088
A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,593
RW523BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $113,128
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,313
Bagdad Airport
TWABG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,278
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,959
A01BN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $43,657
TH01BN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,868
Benson Municipal Airport
TWABN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $86,012
A01BD 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,181
RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $247,546
RW826BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $117,675
TWA3BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,820
Bisbee Douglas International Airport
TWA4BD 10 Thin Asphalt Overlay/PFC $162,403
Bisbee Municipal Airport RW1735BM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $182,353
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $49,242
2017
Buckeye Municipal Airport A01BK 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $50,387
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-36 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
Buckeye Municipal Airport RW1735BK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $161,950
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $92,138
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,464 A01CG
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $135,777
RW523CG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $203,969
TH01CG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,530
Casa Grande Municipal Airport
TWACG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $140,154
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $353,989
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,857
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $177,625
A01CH
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $101,523
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
Chandler Municipal Airport
TWCCH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $115,289
A01CO 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,066
RW321CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $179,493 Cochise County Airport
TWACO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $45,848
A01CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $33,851
RW1129CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $198,295
RW220CL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $132,453
2017
Colorado City Municipal Airport
TWBCL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $64,837
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-37
Year Project Airport Branch Section Treatment Estimated Cost
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
Asphalt Emulsion Seal Coat $64,260
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
TWAEM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $76,795
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
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,720
A02PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $40,683
ANORTHPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $187,262
ASOUTHPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $74,629
RW3L21RPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $114,043
RW3R21LPR 10 Mill and Replace PFC $2,796,458 TH02PR 10 Thin Asphalt Overlay/PFC $701,027
TWAPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $77,312
TWFPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,889
2017
Ernest A. Love Field Airport
TWKPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,913
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-38 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $98,068
A01MF 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $83,365
A02MF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $633,541
A03MF 10 Thin Asphalt Overlay/PFC $95,012
TH01MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,269
10 Mill and Replace PFC $724,957
Falcon Field Airport
TWEMF 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $67,944
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $411,861
RW321FG 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $105,907
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,559
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $216,461 TWAFG
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $49,694
Flagstaff Pulliam Airport
TWWFG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $35,091
RW422GB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $152,830 Gila Bend Municipal
Airport TWAGB 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $117,675
A01GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,031
RW119GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $280,840
TH01GL 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $211,601
Glendale Municipal Airport
TWAGL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $164,532
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,838
A01GC 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $366,134 Grand Canyon National Park Airport
TWPGC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $379,613
2017
Greenlee County Airport TWAGR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $41,317
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-39
Year Project Airport Branch Section Treatment Estimated Cost
A01WI 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $75,903
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $48,648
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,516
H.A. Clark Memorial Field Airport
A02WI
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,351
A01HL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $80,126 Holbrook Municipal
Airport RW321HL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $198,316
A01KG 45 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,769
RW321KG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $401,917 Kingman Airport
TWAKG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,073
A01LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $352,210
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,138
A02LH 20 Thin Asphalt Overlay/PFC $73,600
RW1432LH 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $315,150
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $90,088
TH01LH 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $14,228
Lake Havasu City Airport
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
Asphalt Emulsion Seal Coat $260,205
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $63,345
A02AV 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $67,657
A03AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $318,585
2017
Marana Regional Airport
A04AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,937
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-40 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
TH01AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $134,714
TH02AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $190,469
TWBAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $66,713
Marana Regional Airport
TWEAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $66,660
A01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $59,769
HP01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,510
RW321NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $294,173
TH01NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,060
TWANG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $184,931
Nogales International Airport
TWBNG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,568
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $78,808
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $68,706 A01PM
50 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,930
RW1533PM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,477
RW725PM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,478
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $22,521
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,254 TH01PM
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,803
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $106,441
Page Municipal Airport
TWAPM 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $13,672
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $42,051
2017
Payson Airport A01PY 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $64,653
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-41
Year Project Airport Branch Section Treatment Estimated Cost
A02PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $37,084
RW624PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $158,655 Payson Airport
TH01PY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,733
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $157,636
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,466
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $154,171
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $156,718
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $375,445
ANE
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,264
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,106
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $108,179
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $352,193
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $304,408
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,287
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,312
14 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,229
15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,333
16 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $234,480
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,206
ASR
18 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,383
ATA13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,119
2017
Phoenix Deer Valley Airport
ATBHOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,119
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-42 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
ATC01HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,013
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $936
ATC03HOLD 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $3,076
ATC11HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,789
ATC13HOLD 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,013
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,102
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,942
06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,767
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,884
08 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,942
R07L
09 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $52,954
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $35,302
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,288
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $133,365
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $74,527
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $25,917
R07R
06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,087
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,130
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $588 TA
09 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,278
TA03 02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,194
2017 Phoenix Deer Valley Airport
TA05 05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,249
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-43
Year Project Airport Branch Section Treatment Estimated Cost
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,504
TA09 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,281
TA10 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,308
TA11 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $611
TA13 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $13,436
TB 04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,353
TB04 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,000
TB05 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,867
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $18,765
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,450 TC
04 Thin Asphalt Overlay/PFC $87,334
TC01 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,030
TC02 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,450
TC03 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,030
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $335
TC05 02 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $4,450
TC06 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,139
TC07 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,103
TC12 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,450
Phoenix Deer Valley Airport
TC13 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,030
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $95,330
2017
Phoenix Goodyear Airport ATERM 11 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $48,419
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-44 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
12 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $967
13 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,927
17 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,066
ATERM
28 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $73,870
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $36,303
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,339
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,224
ATHGR
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,768
02b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,429
03b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,985
03c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,985
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,682
05b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,044
06b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $94,893
07a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,629
08a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $15,984
08c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $15,984
09a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,629
09c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $8,629
10a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $490
R03
10c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $490
2017 Phoenix Goodyear Airport
TA 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,709
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-45
Year Project Airport Branch Section Treatment Estimated Cost
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,964
02a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $3,719
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
04b Crack Seal and Rubberized Asphalt Emulsion Seal Coat $77,419
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $34,292
06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,777
06b Mill and Replace PFC $113,671
TA
06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,179
01 Thin Asphalt Overlay/PFC $11,087
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,834
04 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $785
05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,867
06 Thin Asphalt Overlay/PFC $1,794
TA3
07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $785
01 Thin Asphalt Overlay/PFC $3,428 TA4
02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,424
TA5 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,507
01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,507
TA6 03 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $1,376
03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,320
2017 Phoenix Goodyear Airport
TA7 04 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $672
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-46 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
RW12C30CWG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $335,392
THNORTHWG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $52,718
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,037
Phoenix-Mesa Gateway Airport
TWKWG 30 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $18,598
Pinal Airpark TWAPA 10 Thin Asphalt Overlay/PFC $671,556
APARKRY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $113,045
AWINGRY 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $51,798
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $76,804
TWBRY 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $120,045
TWDRY 10 Thin Asphalt Overlay/PFC $117,436
TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $33,403
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
Safford Regional Airport
TWESF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,949
San Manuel Airport A01SM 10 Thin Asphalt Overlay/PFC $138,284
A01SC 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $156,195
TWASC 10 Mill and Replace PFC $1,373,009
TWBSC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $189,460
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
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-47
Year Project Airport Branch Section Treatment Estimated Cost
A02SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $23,129
A03SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,524
RW321SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $201,224
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
Asphalt Emulsion Seal Coat $141,210
A01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $63,851
A02SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $134,161
A03SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $44,786
HP01SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,422
RW321SL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $96,705
RW624SL 10 Thin Asphalt Overlay/PFC $1,032,107
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,114
30 Thin Asphalt Overlay/PFC $24,180 TH01SL
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,861
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $14,788
TWA4SL 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $10,056
TWASL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $174,896
Show Low Regional Airport
TWDSL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,125
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $132,296
30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,637
2017
Sierra Vista Municipal Airport-Libby AAF A01SV
40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $7,060
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-48 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
Sierra Vista Municipal Airport-Libby AAF TWGSV 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $82,116
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,812
A01SP 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $97,174
A02SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,130
RW1129SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $109,873
Springerville Municipal Airport
TWASP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $128,262
RW321SJ 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $78,687
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
TH01TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,923
Taylor Airport TWATA 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $81,366
RW624TS 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $107,683 Tombstone Municipal
Airport TWATS 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $13,598
A01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,878
RW523WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $179,453
TH01WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,785
Wickenburg Municipal Airport
TWAWK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $108,112
A02WN 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $55,584
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
A01YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $49,021
2017
Yuma MCAS/Yuma International Airport
A02YM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $149,924
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-49
Year Project Airport Branch Section Treatment Estimated Cost
ADCCYM 60 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,474
TH01YM 10 Mill and Replace PFC $189,096
TH02YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $53,154
2017 Yuma MCAS/Yuma International Airport
TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $75,733
Total Estimated Cost for 2017: $30,885,891
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
Asphalt Emulsion Seal Coat $51,808
Chandler Municipal Airport TWACH 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $258,499
Cochise County Airport TH01CO 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $4,735
TH01CM 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,181 Coolidge Municipal
Airport TWACM 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $84,567
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $105,188
Cottonwood Airport A01CT 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $81,664
A04PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $12,994
ASOUTHPR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $130,735
TH01PR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $47,081
Ernest A. Love Field Airport
TWDPR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $395,863
A02MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,629
RW4L22RMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $136,613
RW4R22LMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $232,462
2018
Falcon Field Airport
TH01MF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $228,826
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-50 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
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
Asphalt Emulsion Seal Coat $51,958
Glendale Municipal Airport TH01GL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $188,351
Grand Canyon National Park Airport RW321GC 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $550,656
RW725GR 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $183,185
Greenlee County Airport TWAGR 10 Thin Asphalt Overlay/PFC $159,611
H.A. Clark Memorial Field Airport TWAWI 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $145,879
A02HL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,777 Holbrook Municipal
Airport TWBHL 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $17,151
Kearny Airport A01KE 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,901
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $388,911
15 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,726 A01KG
20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $91,386
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
10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $107,084
ASOUTHLB 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $187,040
ATERMLB 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $57,560
RW1634LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $458,979
TWA4LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,430
TWA5LB 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,974
2018
Laughlin/Bullhead International Airport
TWALB 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $83,199
2010 Arizona APMS Update Statewide Summary Report Appendix D
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
Applied Pavement Technology, Inc. D-51
Year Project Airport Branch Section Treatment Estimated Cost
RW1230AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $289,181
TH01AV 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $93,810
TWAAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $207,741
Marana Regional Airport
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
Asphalt Emulsion Seal Coat $20,406
ANW 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $138,513
ASR 06 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $155,612
TC 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $88,686
Phoenix Deer Valley Airport
TC08 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,384
ATERM 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $924
03a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $21,825
04c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,949
05a Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,805
R03
05c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,805
TA2 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,976
Phoenix Goodyear Airport
TA3 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,159
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
A01SD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $56,648
Sedona Airport TWASD 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $110,521
2018
Seligman Airport TWASG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,001
Appendix D 2010 Arizona APMS Update Statewide Summary Report
Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued).
D-52 Applied Pavement Technology, Inc.
Year Project Airport Branch Section Treatment Estimated Cost
TH01SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,819 Springerville Municipal
Airport TWBSP 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $50,663
St. Johns Industrial Air Park RW1432SJ 10 Thin Asphalt Overlay/PFC $595,040
RW321TA 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $222,582
Taylor Airport TH01TA 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $5,396
Winslow-Lindbergh Regional Airport A01WN 20 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $37,094
2018
Yuma MCAS/Yuma International Airport APAPPYYM 10 Crack Seal and Rubberized
Asphalt Emulsion Seal Coat $53,032
Total Estimated Cost for 2018: $7,529,660
Total Estimated Cost: $141,523,904
1 Tucson International Airport was not included in this analysis.