2010 ARIZONA AIRPORTS PAVEMENT MANAGEMENT SYSTEM UPDATE STATEWIDE SUMMARY REPORT providing engineering solutions to improve pavement performance 2010 ARIZONA AIRPORTS PAVEMENT MANAGEMENT SYSTEM UPDATE STATEWIDE SUMMARY REPORT 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 APMS Update Statewide Summary Report September 2010 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 Applied Pavement Technology, Inc. i September 2010 2010 Arizona APMS Update Statewide Summary Report LIST OF FIGURES Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6. Figure 7. Figure 8. Pavement condition versus cost of repair........................................................ 1 Pavement area distributed by surface type. .................................................... 6 Pavement area distributed by use................................................................... 7 PCI versus repair type................................................................................... 10 Visual representation of the PCI scale. ......................................................... 10 Summary of area-weighted PCI distributed by surface type and facility type. ... 13 Condition distribution..................................................................................... 14 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. Appendix B. Appendix C. Appendix D. ii Pavement Condition Summary Paint Remarking Recommendations Sections Requiring Major Rehabilitation Unlimited Annual Budget Pavement Preservation Program Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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 factbased 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. 75% OF PAVEMENT LIFE 12% OF PAVEMENT LIFE EXCELLENT 40% DROP IN CONDITION CONDITION $1.00 FOR M&R HERE $4.00 TO $5.00 FOR M&R HERE 40% DROP IN CONDITION FAILED AGE Figure 1. Pavement condition versus cost of repair. Applied Pavement Technology, Inc. 1 September 2010 2010 Arizona APMS Update Statewide Summary Report 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 2 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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 Bagdad Airport Bagdad Benson Municipal Airport Bisbee Municipal Airport Bisbee Douglas International Airport Buckeye Municipal Airport Casa Grande Municipal Airport Chandler Municipal Airport Benson Bisbee Project Airport Laughlin/Bullhead International Airport Marana Regional Airport Nogales International Airport Douglas/Bisbee Page Municipal Airport Page Buckeye Payson Cochise College Airport Douglas Cochise County Airport Colorado City Municipal Airport Coolidge Municipal Airport Cottonwood Airport Douglas Municipal Airport Eloy Municipal Airport Eric Marcus Municipal Airport Ernest A. Love Field Airport Falcon Field Airport Willcox Payson Airport Phoenix Deer Valley Airport1 Phoenix Goodyear Airport1 Phoenix-Mesa Gateway Airport Pinal Airpark2 Colorado City Rolle Airfield San Luis Coolidge Cottonwood Douglas Eloy Ryan Field Airport Safford Regional Airport San Manuel Airport Scottsdale Airport Tucson Safford San Manuel Scottsdale Ajo Sedona Airport Sedona Prescott Seligman Airport Seligman Mesa Show Low St Johns Casa Grande Chandler Associated City Bullhead City Tucson Nogales Phoenix Goodyear Phoenix Marana Gila Bend Municipal Airport Glendale Municipal Airport Grand Canyon National Park Airport Glendale Show Low Regional Airport Sierra Vista Municipal Airport – Libby AAF Springerville Municipal Airport St Johns Industrial Air Park 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 Kearny Airport Kearny Kingman Airport Kingman Lake Havasu City Airport Lake Havasu City Flagstaff Pulliam Airport Flagstaff Gila Bend Wickenburg Municipal Airport Winslow – Lindbergh Regional Airport Yuma MCAS/Yuma International Airport Sierra Vista Springerville Wickenburg Winslow Yuma 1 These 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. 2 This 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. 3 This airport was not inspected during this project. The results of a PCI inspection conducted in early 2010 were incorporated into the statewide database. Applied Pavement Technology, Inc. 3 September 2010 2010 Arizona APMS Update Statewide Summary Report Project Findings Following is a summary of the findings of this study: 4 • 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. Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. Applied Pavement Technology, Inc. 5 September 2010 2010 Arizona APMS Update Statewide Summary Report 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. 8 7.3 Pavement Area (Millions of sy) 7 6 5.4 5 4 2.6 3 2 1 0.2 0 AAC AC APC PCC Pavement Surface Type Figure 2. Pavement area distributed by surface type. 6 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 7 Pavement Area (Millions of sy) 6 5.7 4.9 5 3.9 4 3 2 1.0 1 0 Apron/Helipad Runway Taxiway T-Hangar Facility Type Figure 3. Pavement area distributed by use. Applied Pavement Technology, Inc. 7 September 2010 8 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. Applied Pavement Technology, Inc. 9 2010 Arizona APMS Update Statewide Summary Report Pavement Condition Index (PCI) September 2010 100 Routine Maintenance 85 Pavement Preservation 55 Major Rehabilitation 0 Figure 4. PCI versus repair type. Typical Pavement Surface PCI 100 75 20 Figure 5. Visual representation of the PCI scale. 10 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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 N n 1-3 all 4 3 5-7 4 8 - 10 5 11 - 16 6 17 - 28 7 29 - 64 8 65 - 90 9 > 90 10%, but < 32 AC Pavements N n 1-3 all 4 3 5-9 4 10 - 20 5 21 - 30 6 31 - 70 7 >70 10%, but < 17 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. Applied Pavement Technology, Inc. 11 September 2010 2010 Arizona APMS Update Statewide Summary Report 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 [durabilityrelated]), 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 areaweighted 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 12 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. 100 92 Pavement Condition Index (PCI) 90 80 78 73 70 86 84 79 75 74 75 74 70 67 69 66 60 AAC AC 50 APC PCC 40 30 20 10 0 Apron/Helipad Runway Taxiway T-Hangar Facility Type Figure 6. Summary of area-weighted PCI distributed by surface type and facility type. Applied Pavement Technology, Inc. 13 September 2010 2010 Arizona APMS Update Statewide Summary Report Routine Maintenance 9 Pavement Area (Millions of sy) 8 Pavement Preservation 7.7 Major Rehabilitation 7 6 5.4 5 4 3 2.6 2 1 0 0-55 56-85 86-100 Pavement Condition Index (PCI) Range Figure 7. Condition distribution. 14 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 3. Commonly observed asphalt cement concrete distress types. Distress Type Distress Definition (ASTM D-5340) 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 Longitudinal and beneath the surface course, including cracks in PCC slabs (but not at PCC Transverse joints). Transverse cracks extend across the pavement approximately Cracking 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 are the wearing away of the pavement surface Raveling and caused by the dislodging of aggregate particles and loss of asphalt or tar Weathering binder. Both may indicate that the asphalt binder has hardened significantly. 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 Bleeding 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 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. Oil/Fuel Damage 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 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 Alligator under a wheel load. The cracks propagate to the surface initially as a series (Fatigue) of parallel cracks. After repeated traffic loading, the cracks connect, forming Cracking 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 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 Block Cracking 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. Applied Pavement Technology, Inc. 15 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 4. Commonly observed PCC distress types. Distress Type Corner Spalling Joint Spalling Joint Seal Damage Scaling, Map Cracking, and Crazing Shrinkage Cracks Distress Definition (ASTM D-5340) 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 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 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. 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 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 Intersecting cracks are cracks that break the slab into four or more pieces due Slab/Intersecting to overloading, inadequate support, or both. Cracks These cracks, which divide the slab into two or three pieces, are usually Longitudinal, caused by a combination of load repetition, curling stresses, and shrinkage Transverse, and stresses. Low-severity cracks are usually warping- or friction-related and are Diagonal Cracks not considered major structural distresses. Medium- or high-severity cracks are usually working cracks and are considered major structural distresses. 16 Applied Pavement Technology, Inc. Table 5. 2010 pavement condition by airport. Pavement Area (sf) Airport Classification Bagdad Airport Bagdad 361,577 GA Basic Benson Municipal Airport Benson 881,245 GA Community Bisbee Douglas International Airport Douglas/Bisbee Bisbee Municipal Airport Bisbee Buckeye Municipal Airport Buckeye Casa Grande Municipal Airport Apron/ Overall AreaOverall Runway Taxiway Helipad T-Hangar Weighted Age PCI (years) PCI PCI PCI PCI 92 94 88 84 - 7 90 78 96 99 95 7 2,283,063 GA Rural 51 83 40 24 1 27 780,157 GA Rural 84 100 53 73 - 9 1,481,063 GA Community 70 70 67 74 - 14 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 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 GA Rural 67 60 71 77 - 20 850,988 September 2010 17 Eric Marcus Municipal Airport Ajo 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Airport Name Associated City Airport Name Associated City Pavement Area (sf) Airport Classification Apron/ Overall AreaOverall Runway Taxiway Helipad T-Hangar Weighted Age PCI (years) PCI PCI PCI PCI 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 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 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 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* 52 52 71 43 - 47 Rolle Airfield San Luis Ryan Field Airport Tucson 728,916 291,027 Commercial Service 3,157,893 GA Community 191,073 GA Rural 56 56 - 88 - 18 2,868,143 Reliever 81 82 80 79 - 9 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Glendale Municipal Airport September 2010 18 Table 5. 2010 pavement condition by airport (continued). Airport Name Associated City Safford Regional Airport Safford San Manuel Airport San Manuel Scottsdale Airport Pavement Area (sf) Airport Classification 2,109,635 GA Community Apron/ Overall AreaOverall Runway Taxiway Helipad T-Hangar Weighted Age PCI (years) PCI PCI PCI PCI 83 93 75 74 72 7 540,607 GA Rural 79 76 86 79 87 10 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 GA Rural 75 76 78 66 - 11 Show Low Regional Airport Show Low Commercial Service 83 79 86 84 88 11 653,487 2,338,098 Sierra Vista Municipal Airport Sierra Vista – Libby AAF 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 GA Basic 87 90 62 - - 9 Tucson International Airport* Tucson* Commercial Service 69 70 70 67 - 13 309,196 12,477,257 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 71 - 74 69 90 17 Commercial Service * Tucson International Airport, Pinal Airpark, Phoenix Deer Valley, and Phoenix Goodyear Airports information was obtained from existing APMS databases. 19 September 2010 Wickenburg Municipal Airport Wickenburg 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table 5. 2010 pavement condition by airport (continued). September 2010 20 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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 userdefinable 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 Applied Pavement Technology, Inc. 21 September 2010 2010 Arizona APMS Update Statewide Summary Report 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: 22 ƒ Paint is faded to the point where markings are not easily visible from a distance (U-FA). ƒ 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). ƒ 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). Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report • September 2010 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. 100 90 Present PCI (e.g., per most recent inspection) 80 Pavement Condition Index (PCI) Modified family model 70 60 Pavement family model 50 40 30 20 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). 10 0 0 5 10 15 20 25 Time, Years Figure 8. Performance model application. Applied Pavement Technology, Inc. 23 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 6. Arizona APMS performance models. Performance Family Description AC Aprons (Commercial Airports) AC Aprons (GA Airports) AC Aprons (Reliever Airports) AC Helipads (All Airports) AC Runways (Commercial and Reliever Airports) AC Runways (GA Airports) AC T-Hangars (Commercial and Reliever Airports) AC T-Hangars (GA Airports) AC Taxiways (Commercial Airports) AC Taxiways (GA Airports) AC Taxiways (Reliever Airports) AAC Aprons and T-Hangars (All Airports) AAC Runways (Commercial Airports) AAC Runways (GA Airports) AAC Runways (Reliever Airports) AAC Taxiways (Commercial and Reliever Airports) AAC Taxiways (GA Airports) APC (All Airports) PCC Aprons and T-Hangars (All Airports) PCC Helipads (All Airports) PCC Runways and Taxiways (Commercial Airports) PCC Runways and Taxiways (GA and Reliever Airports) PFC Aprons and T-Hangars (All Airports) PFC Runways (All Airports) PFC Taxiways (All Airports) Performance Model 100 - 1.89371 X + 0.00916 X2 0.00007 X3 100 - 2.40504 X + 0.06696 X2 0.00139 X3 100 - 1.3668 X 100 - 6.46703 X + 0.71518 X2 0.04053 X3 100 - 1.11969 X 100 - 1.79617 X 100 - 1.77429 100 - 1.79367 X 100 - 2.05821 X + 0.11243 X2 0.00442 X3 - 0.00001 X4 100 - 1.79352 X 100 - 1.56948 X 100 - 1.21337 X 100 - 2.48267 X 100 - 1.24631 X 100 - 1.34228 X 100 - 1.46483 X 100 - 1.64987 X 100 - 2.27356 X 100 - 0.80195 X 100 - 0.98158 X 100 - 0.44051 X 100 - 1.60328 X 100 - 0.10464 X - 0.53477X2 100 - 1.84775 X 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. 24 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 7. Arizona’s treatment set. Treatment Name Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Slurry Seal Thin Asphalt Overlay/PFC Mill and Replace PFC PCC Joint Resealing and Spall Repair Paint Remarking Applied Pavement Technology, Inc. Treatment Trigger 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. 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. Thin asphalt overlays are considered for asphaltsurfaced 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. 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. 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. Paint remarking is considered for runway sections with an unsatisfactory paint marking. Paint remarking is considered for all other sections with an unsatisfactory paint marking. Unit Cost $2.79/sy $3.23/sy $10.19/sy $17.41/sy $5.88/lf $1.50/sy $0.87/sy 25 September 2010 2010 Arizona APMS Update Statewide Summary Report 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 1 26 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 Priority numbers range from 110 to 10 – the higher the number the higher the priority. Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. Applied Pavement Technology, Inc. 27 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 9. 2011- 2018 APPP1. Year Project Airport Branch Section 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 TWAEM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,692 RW1230AJ 10 Thin Asphalt Overlay/PFC $257,060 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 Eloy Municipal Airport Eric Marcus Municipal Airport 1 2 2011 3 R07R 4 5 Phoenix Deer Valley Airport St Johns Industrial Air Park 6 TC03 1 TC05 2 TC06 1 TC12 1 TC13 1 TWBSJ 10 Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Cost $27,900 $13,663 $105,400 $58,900 $20,483 $28,520 $3,185 $3,517 $4,852 $3,517 $3,185 $163,007 Total Estimated Cost for 2011: $3,730,364 Chandler Municipal Airport Cochise County Airport 2012 Coolidge Municipal Airport Marana Regional Airport Phoenix-Mesa Gateway Airport 28 RW4R22LCH 10 Thin Asphalt Overlay/PFC $428,250 RW321CO 10 Thin Asphalt Overlay/PFC $538,829 RW1735CM 10 Thin Asphalt Overlay/PFC $318,428 TWACM 10 Thin Asphalt Overlay/PFC $244,103 TWAAV 10 Thin Asphalt Overlay/PFC $599,643 - - Airport-Wide PCC Preservation $382,142 TWKWG 20 Thin Asphalt Overlay/PFC $27,129 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 9. 2011-2018 APPP1 (continued). Year Project Airport Phoenix-Mesa Gateway Airport Ryan Field Airport Safford Regional Airport 2012 Sedona Airport Springerville Municipal Airport Branch Section Work Type TWKWG 30 Thin Asphalt Overlay/PFC $55,831 RW6R24LRY 10 Thin Asphalt Overlay/PFC $477,354 TWTTRY 10 Thin Asphalt Overlay/PFC $137,149 TWASF 10 Thin Asphalt Overlay/PFC $275,296 TWCSF 10 TWESF 10 TWASD 10 Thin Asphalt Overlay/PFC $319,018 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 TWBSP 10 Thin Asphalt Overlay/PFC $146,237 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost $68,475 $39,410 Total Estimated Cost for 2012: $4,560,281 Benson Municipal Airport Bisbee Douglas International Airport Cottonwood Airport Douglas Municipal Airport Ernest A. Love Field Airport RW1028BN 10 RW1735BD 10 RW826BD 10 TWA3BD 10 TWA4BD 10 RW1432CT 10 Thin Asphalt Overlay/PFC $390,345 TWADM 10 Thin Asphalt Overlay/PFC $292,589 RW1230PR 10 Thin Asphalt Overlay/PFC $392,613 10 Thin Asphalt Overlay/PFC $176,578 2013 TWAFG 20 30 Flagstaff Pulliam Airport 10 TWWFG 20 Glendale Municipal Airport RW119GL 10 Greenlee County Airport RW725GR 10 - - RW1129SM 10 Phoenix Goodyear Airport San Manuel Airport Applied Pavement Technology, Inc. Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $386,671 $211,603 $100,589 $26,345 $38,009 $185,032 $42,479 $69,317 $29,996 $240,063 Thin Asphalt Overlay/PFC $549,911 Airport-Wide PCC Preservation $300,000 Thin Asphalt Overlay/PFC $389,426 29 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 9. 2011-2018 APPP1 (continued). Year Project Airport Seligman Airport Branch Section RW422SG 10 Thin Asphalt Overlay/PFC $440,860 TWASG 10 Thin Asphalt Overlay/PFC $255,169 RW1432SJ 10 RW321SJ 10 A01TA 10 Thin Asphalt Overlay/PFC $163,176 TWATA 10 Thin Asphalt Overlay/PFC $116,750 TWAWN 10 Thin Asphalt Overlay/PFC $421,161 St Johns Industrial Air Park 2013 Taylor Airport Winslow-Lindbergh Regional Airport Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost $133,909 $67,262 Total Estimated Cost for 2013: $5,419,853 Buckeye Municipal Airport Casa Grande Municipal Airport Colorado City Municipal Airport Falcon Field Airport Gila Bend Municipal Airport Holbrook Municipal Airport 2014 Laughlin/Bullhead International Airport RW1735BK 10 Mill and Replace PFC $898,411 TWACG 10 Thin Asphalt Overlay/PFC $455,069 A01CL 10 Thin Asphalt Overlay/PFC $109,911 RW220CL 10 Thin Asphalt Overlay/PFC $430,062 RW4L22RMF 10 TWDMF 10 TWEMF 10 A01GB 10 Thin Asphalt Overlay/PFC $162,214 TWAGB 10 Thin Asphalt Overlay/PFC $382,081 A02HL 10 Thin Asphalt Overlay/PFC $36,769 TWAHL 10 Thin Asphalt Overlay/PFC $332,028 TWBHL 10 Thin Asphalt Overlay/PFC $53,545 RW1634LB 10 RW624PY 10 TWAPY 10 Payson Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $116,777 $156,171 $103,280 $392,337 $141,044 $94,026 1 Thin Asphalt Overlay/PFC $60,929 2 Thin Asphalt Overlay/PFC $4,708 3 Thin Asphalt Overlay/PFC $276,880 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 TC08 1 Thin Asphalt Overlay/PFC $19,932 TC Phoenix Deer Valley Airport 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 9. 2011-2018 APPP1 (continued). Year Project Airport Phoenix Deer Valley Airport Show Low Regional Airport Branch Section TC09 1 Thin Asphalt Overlay/PFC $19,932 TC10 1 Thin Asphalt Overlay/PFC $21,163 TC11 1 Thin Asphalt Overlay/PFC $13,084 RW321SL 10 TWASL 10 TWDSL 10 RW624TS 10 TWATS 10 Thin Asphalt Overlay/PFC A01WK 10 Mill and Replace PFC $498,595 RW523WK 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $159,533 2014 Tombstone Municipal Airport Wickenburg Municipal Airport Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost $85,970 $155,482 $3,667 $95,730 $44,153 Total Estimated Cost for 2014: $5,448,474 Chandler Municipal Airport Kingman Airport Marana Regional Airport Phoenix-Mesa Gateway Airport Pinal Airpark 2015 Ryan Field Airport Safford Regional Airport Scottsdale Airport RW4L22RCH 10 Thin Asphalt Overlay/PFC $436,395 RW1735KG 10 Thin Asphalt Overlay/PFC $727,935 RW321AV 10 Thin Asphalt Overlay/PFC $372,144 TWBAV 10 Thin Asphalt Overlay/PFC $225,275 RW12C30CWG 20 Thin Asphalt Overlay/PFC $1,132,548 TWAPA 10 Thin Asphalt Overlay/PFC $620,891 TWBRY 20 Thin Asphalt Overlay/PFC $405,367 TWDRY 20 Thin Asphalt Overlay/PFC $221,076 RW826SF 10 Mill and Replace PFC $750,965 A01SC 30 TWASC 10 TWBSC 10 TWCSC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC $144,411 $203,429 $175,166 $42,228 Total Estimated Cost for 2015: $5,457,830 Bagdad Airport A01BG 10 RW523BG 10 TWABG 10 A01BN 20 2016 Benson Municipal Airport Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $19,801 $108,777 $3,186 $41,978 31 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 9. 2011-2018 APPP1 (continued). Year Project Airport Branch Section TH01BN 10 TWABN 10 A01BM 10 Thin Asphalt Overlay/PFC $150,391 RW523CM 10C Thin Asphalt Overlay/PFC $568,744 A01CT 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $75,503 TWACT 10 Thin Asphalt Overlay/PFC $225,672 A01DM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $54,440 A02DM 10 Thin Asphalt Overlay/PFC $457,672 RW3L21RPR 10 TWAPR 10 TWKPR 10 RW321FG 10 A01GL 10 TWAGL 10 Benson Municipal Airport Bisbee Municipal Airport Coolidge Municipal Airport Cottonwood Airport Douglas Municipal Airport Ernest A. Love Field Airport 2016 Flagstaff Pulliam Airport Glendale Municipal Airport 10 Grand Canyon National Park Airport Greenlee County Airport Kearny Airport A01GC 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost $29,681 $82,703 $109,657 $74,339 $10,493 $396,021 $214,333 $158,204 $38,305 $352,052 TWPGC 10 TWAGR 10 Thin Asphalt Overlay/PFC $147,570 A01KE 10 Thin Asphalt Overlay/PFC $67,202 A01NG 10 Thin Asphalt Overlay/PFC $209,901 RW321NG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $282,859 RW1533PM 10 Thin Asphalt Overlay/PFC TH01TA 10 TWATA 20 Nogales International Airport Page Municipal Airport Work Type Taylor Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $365,013 $1,134,389 $12,426 $78,236 Total Estimated Cost for 2016: $5,469,548 10 Thin Asphalt Overlay/PFC $179,847 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,387 10 Thin Asphalt Overlay/PFC $603,825 A01BK 2017 Buckeye Municipal Airport TWABK 32 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 9. 2011-2018 APPP1 (continued). Year Project Airport Branch Section 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 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 Lake Havasu City Airport 3 5 02b 02c 04a TA 04b 2017 04c 06a 06b Phoenix Goodyear Airport 06c 1 2 3 TA3 4 5 6 7 TA4 Applied Pavement Technology, Inc. 1 Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost $42,051 $14,709 $4,964 $8,596 $3,748 $30,234 $77,419 $34,292 $9,777 $18,216 $11,179 $3,036 $4,834 $1,114 $785 $2,867 $491 $785 $939 33 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 9. 2011-2018 APPP1 (continued). Year Project Airport Branch Section 2 TA4 3 Phoenix Goodyear Airport 1 TA7 2 3 2017 10 A01SD 20 Sedona Airport 10 A02SD 20 A03SD 10 Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Cost $2,424 $552 $1,201 $958 $2,320 $198,938 $22,506 $99,048 $23,129 $42,090 Total Estimated Cost for 2017: $5,634,445 Bisbee Douglas International Airport Chandler Municipal Airport Coolidge Municipal Airport RW1735BD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $257,448 TWACH 10 Thin Asphalt Overlay/PFC $944,124 TWCCH 10 Thin Asphalt Overlay/PFC $437,916 RW523CM 10NS Thin Asphalt Overlay/PFC $615,154 15 Thin Asphalt Overlay/PFC $225,442 45 Thin Asphalt Overlay/PFC $44,702 A01KG Kingman Airport 2018 A02KG 10 TWAKG 10 TWCKG 5 TWCAV 10 TWEAV 10 RW725PM 10 Marana Regional Airport Page Municipal Airport 10 TWAPM 20 Phoenix Deer Valley Airport 34 R07R 1 PCC Joint Resealing and Spall repair Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall repair Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $109,249 $63,516 $13,090 $46,790 $69,326 $63,937 $110,699 $14,219 $36,714 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 Table 9. 2011-2018 APPP1 (continued). Year Project Airport Branch Section 2 4 Phoenix Deer Valley Airport R07R 5 6 $77,508 $26,954 $37,530 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 TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $34,739 A01SF 10 Thin Asphalt Overlay/PFC $664,648 10 A01SC 20 Sedona Airport RW321SD 10 Springerville Municipal Airport RW1129SP 10 RW321SJ 10 St Johns Industrial Air Park Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,979 10 2018 Scottsdale Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Cost RW1533RY Ryan Field Airport Safford Regional Airport Work Type Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $517,322 $115,357 $209,273 $114,268 $81,835 Total Estimated Cost for 2018: $5,598,641 1 Tucson International Airport was not included in this analysis. Applied Pavement Technology, Inc. 35 September 2010 2010 Arizona APMS Update Statewide Summary Report Table 10. Projects exceeding $600,0001. Year Project Airport Section Work Type RW1432LH 10 Thin Asphalt Overlay/PFC $909,678 RW523CG 10 Thin Asphalt Overlay/PFC $612,306 RW321KG 10 Thin Asphalt Overlay/PFC $1,206,536 Winslow-Lindbergh Regional Airport RW422WN 10 Thin Asphalt Overlay/PFC $1,315,558 Buckeye Airport RW1735BK 10 Mill and Replace PFC $863,856 RW4R22LMF 10 Thin Asphalt Overlay/PFC $697,839 RW1533PM 10 Thin Asphalt Overlay/PFC $1,008,468 TWCPR 10 Thin Asphalt Overlay/PFC $953,311 TWAAV 10 Thin Asphalt Overlay/PFC $648,574 RW624PY 10 Mill and Replace PFC $880,132 Chandler Municipal Airport TWACH 10 Thin Asphalt Overlay/PFC $839,322 Grand Canyon National Park Airport RW321GC 10 Thin Asphalt Overlay/PFC $1,787,930 Marana Regional Airport RW1230AV 10 Thin Asphalt Overlay/PFC TWDPR 10 Thin Asphalt Overlay/PFC $1,336,745 RW1836WI 10 Thin Asphalt Overlay/PFC $902,272 TWAPY 10 Mill and Replace PFC $634,613 RW3R21LPR 10 Mill and Replace PFC $2,796,458 TWAPA 10 Thin Asphalt Overlay/PFC RW624SL 10 Thin Asphalt Overlay/PFC $1,032,107 Falcon Field Airport TWEMF 10 Mill and Replace PFC $753,955 Scottsdale Airport TWASC 10 Mill and Replace PFC $1,427,930 2011 Lake Havasu City Airport Casa Grande Municipal Airport 2012 Kingman Airport 2013 Falcon Field Airport Page Municipal Airport Ernest A. Love Field Airport 2014 Marana Regional Airport Payson Airport 2015 Ernest A. Love Field Airport 2016 H.A. Clark Memorial Field Airport Payson Airport Ernest A. Love Field Airport 2017 Pinal Airpark Show Low Regional Airport 2018 1 Estimated Cost Branch $938,942 $671,556 Tucson International Airport was not included in this analysis. 36 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. Applied Pavement Technology, Inc. 37 September 2010 38 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report September 2010 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. Applied Pavement Technology, Inc. 39 September 2010 40 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. APPENDIX A PAVEMENT CONDITION SUMMARY Airport Name Bagdad Airport 1 Branch Surface Section Section Type2 Area (sf) 1 A01BG 10 AAC A02BG 10 AC RW523BG 10 AAC 10 AAC TWABG A01BN Benson Municipal Airport 20 AAC 10 AAC LCD 3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 24 27 97 93 48 41 11 L&T Cracking, Oil/Fuel Damage, Rutting - - 25 30 0 100 0 Raveling and Weathering 288,409 11/1/2004 48 44 99 94 0 85 15 L&T Cracking, Swelling 8,446 11/1/2004 33 64 100 98 0 100 0 L&T Cracking 52,500 11/1/2004 8,964 1/1/1976 3,258 11/1/2004 147,762 6/1/2008 - - 71 62 34 66 0 L&T Cracking, Rutting, Raveling and Weathering - 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 2,500 4/10/2010 40 PCC - - - 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 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 Bisbee Douglas International Airport APC 178,282 3/1/2010 - - - 100 0 0 0 No Distress 10 AAC 631,094 1/1/2005 25 21 100 84 0 100 0 L&T Cracking RW826BD 10 AAC 300,000 10/15/2003 - - 91 81 0 100 0 L&T Cracking A-1 Appendix A 40 RW1735BD 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name. Airport Name Bisbee Douglas International Airport Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 TH01BD 10 AC 22,715 1/1/1960 - - 0 1 42 58 0 Alligator Cracking, Block Cracking, Patching, Raveling and Weathering TWA1BD 10 AAC 218,201 6/1/1955 26 17 4 2 46 54 0 Alligator Cracking, Block Cracking, Raveling and Weathering TWA3BD 10 AAC 78,572 10/15/2005 - - 100 88 52 48 0 Alligator Cracking, L&T Cracking TWA4BD 10 AAC 113,361 10/15/2003 - - 87 80 0 95 5 L&T Cracking, Swelling A01BM 10 AC 109,175 6/30/1997 70 90 85 73 0 93 7 L&T Cracking, Oil/Fuel Damage, Swelling, Raveling and Weathering RW1735BM 10 AAC 464,891 50 90 71 100 0 0 0 No Distress TWABM A01BK Applied Pavement Technology, Inc. Buckeye Municipal Airport Section1 6/1/2008 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 20 AC 128,456 - - - 97 0 100 0 L&T Cracking 6/3/2007 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 TWHBK 10 AC 272,982 6/30/1997 81 82 75 56 0 96 4 L&T Cracking, Patching, Shoving, Raveling and Weathering 2010 Arizona APMS Update Statewide Summary Report Bisbee Municipal Airport Branch1 Appendix A A-2 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 40 AC 346,150 6/2/2006 - - - 97 0 100 0 L&T Cracking A02CG 10 AAC 70 53 93 75 0 100 0 L&T Cracking HP01CG 10 PCC 100 100 93 88 0 100 0 Joint Seal Damage A01CG Casa Grande Municipal Airport Section1 58,029 10/29/2003 3,136 - - 60 72 52 31 17 Joint Seal Damage, LTD Cracking, Shattered Slab, Shrinkage Cracking 74 77 64 63 0 100 0 L&T Cracking 1/1/1990 - 88 80 72 11 89 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering 80,383 6/1/2003 - - 100 97 0 100 0 L&T Cracking 357,310 1/1/1990 83 87 73 70 12 87 1 Alligator Cracking, Depression, L&T Cracking, Raveling and Weathering 99,819 HP02CG 10 PCC RW523CG 10 AAC 10 AC 126,999 20 AC 10 AAC TH01CG TWACG TWBCG 20 6/1/1990 520,000 1/30/1968 55 34 68 49 16 84 0 Block Cracking, Rutting 97 95 90 70 0 100 0 L&T Cracking 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 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 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 RW4R22LCH 10 AC 363,691 6/30/1991 88 76 82 66 0 100 0 L&T Cracking HP02CH A-3 Appendix A 1/1/1968 Chandler Municipal Airport AC AC 4,800 902,461 6/30/1995 A01CH 10 10 1/1/1994 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 AAC 506,321 5/1/2006 - 68 100 100 0 0 0 No Distress 20 PCC 64,261 6/1/1994 - 98 95 90 0 95 5 Joint Seal Damage, Joint Spalling TWACH 10 AC 633,671 6/30/1995 91 82 78 72 0 100 0 L&T Cracking TWCCH 10 AC 293,918 6/30/1992 79 73 79 67 0 100 0 L&T Cracking 10 AC 171,762 6/30/1989 74 69 42 39 0 100 0 Block Cracking, Raveling and Weathering 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 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 30 AC 33,310 6/3/2008 - - - 100 0 0 0 No Distress RW321CO 10 AAC 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 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 RW1129CL 10 AC 505,533 6/1/1991 82 75 62 58 0 100 0 L&T Cracking, Patching Chandler Municipal Airport A01CC A01CO Applied Pavement Technology, Inc. Cochise County Airport Colorado City Municipal Airport 457,600 6/30/1998 2010 Arizona APMS Update Statewide Summary Report 10 TH01CH Cochise College Airport Type of Distresses7 4 Appendix A A-4 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 RW220CL 10 AAC 337,675 6/1/1993 96 92 80 74 17 82 1 Alligator Cracking, Bleeding, Depression, L&T Cracking, Patching, Raveling and Weathering TH01CL 10 AC 46,420 6/1/1993 - 92 76 49 39 61 0 Alligator Cracking, Bleeding, L&T Cracking, Patching, Raveling and Weathering TWBCL 10 AC 165,295 1/3/2004 - - 100 93 0 100 0 L&T Cracking Colorado City Municipal Airport Coolidge Municipal Airport Type of Distresses7 4 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 42 100 90 73 0 100 0 L&T Cracking 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 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 TWBCM 10 AC 112,726 42 36 42 45 0 76 24 Block Cracking, Shoving RW523CM TH01CM A01CT RW1432CT 1/1/1984 10 AAC 257,853 6/1/1979 70 72 69 73 0 95 5 Block Cracking, L&T Cracking, Oil/Fuel Damage 20 AC 200,187 6/1/1999 100 93 84 82 0 100 0 L&T Cracking 10 AAC 318,750 6/1/1990 87 89 90 74 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering A-5 Appendix A Cottonwood Airport 412,875 12/20/2001 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Cottonwood Airport Branch1 Section1 Surface Section Type2 Area (sf) TWACT 10 AC A01DM 10 AAC A02DM 10 RW321DM 163,825 LCD3 6/1/1986 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 78 77 77 0 91 9 Bleeding, L&T Cracking 144,341 12/17/2004 61 52 100 88 0 100 0 L&T Cracking, Patching, Raveling and Weathering AC 332,243 6/30/1992 98 91 88 75 0 100 0 L&T Cracking, Raveling and Weathering 10 AAC 452,980 6/30/1997 88 79 74 50 8 92 0 Alligator Cracking, L&T Cracking, Raveling and Weathering 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 Applied Pavement Technology, Inc. Eric Marcus Municipal Airport TH01EM 10 AC TWAEM 10 AC 49,379 6/1/2001 195,782 11/18/2004 A01AJ 10 PCC 741,473 RW1230AJ 10 AAC 227,040 6/30/1997 TWAAJ 10 AAC 1/1/1950 26,988 6/30/1997 - 100 70 52 23 77 0 Alligator Cracking, Block Cracking, Depression, L&T Cracking, Patching, Raveling and Weathering 78 72 98 72 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering - 52 58 40 41 12 47 Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking 98 92 85 70 0 100 0 Bleeding, L&T Cracking, Raveling and Weathering 5 Bleeding, Joint Reflection Cracking, L&T Cracking, Shoving, Raveling and Weathering 100 86 77 63 0 95 2010 Arizona APMS Update Statewide Summary Report 81 Douglas Municipal Airport Eloy Municipal Airport Type of Distresses7 4 Appendix A A-6 Table A-1. Summary condition data by airport name (continued). Airport Name Eric Marcus Municipal Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 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 TWCPR 10 AAC 748,519 1/1/1996 94 89 78 73 0 100 0 L&T Cracking, Patching, Raveling and Weathering ATANKERPR A-7 Appendix A TWAAJ ASOUTHPR Ernest A. Love Field Airport Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Ernest A. Love Field Airport Branch1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 86 87 76 38 61 1 Alligator Cracking, Depression, L&T Cracking 53,254 9/28/2004 - - 100 99 0 100 0 L&T Cracking 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 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 - 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 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 AAC TWFPR 10 AC TWKPR 10 A02MF Applied Pavement Technology, Inc. TH01MF TWDMF TWEMF 970,399 1/1/1995 439,560 6/30/2001 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 40 AC 63,354 1/1/2009 - - - 100 0 0 0 No Distress 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 20 AAC 173,217 7/1/2006 - - 100 100 0 100 0 L&T Cracking 2010 Arizona APMS Update Statewide Summary Report 92 TWDPR A01MF Falcon Field Airport Section1 Appendix A A-8 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 10 AAC 79 77 99 95 0 100 0 L&T Cracking, Raveling and Weathering 20 AC - - - 99 0 100 0 Raveling and Weathering A01FG Flagstaff Pulliam Airport RW321FG TH01FG 1,050,000 9/22/2005 270,000 11/5/2008 AC 337,343 6/1/1979 - 72 56 37 54 40 6 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 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 20 AAC 89,460 9/22/2005 - 58 99 91 0 100 0 L&T Cracking, Raveling and Weathering 10 AC 127,367 11/1/2002 - 100 100 76 0 84 16 L&T Cracking, Shoving, Raveling and Weathering A-9 Appendix A 10 TWWFG A01GB Large Patching Alligator Cracking, Depression, L&T Cracking, Patching, Rutting, Swelling, Raveling and Weathering TWAFG Gila Bend Municipal Airport Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Gila Bend Municipal Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 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 20 AC 539,457 6/30/1998 - 86 80 65 0 100 0 L&T Cracking, Patching TH01GL Applied Pavement Technology, Inc. TWAGL Grand Canyon National Park Airport 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 A02GC 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 10 AC 78,756 9/1/2010 - - - 100 0 0 0 No Distress 2010 Arizona APMS Update Statewide Summary Report A01GB A01GL Glendale Municipal Airport Type of Distresses7 4 Appendix A A-10 Table A-1. Summary condition data by airport name (continued). Airport Name Grand Canyon National Park Airport Greenlee County Airport Branch1 Section1 Surface Section Type2 Area (sf) HP01GC 10 AC RW321GC 10 AAC TWPGC 10 AC LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 2,000 1/1/1998 - - - 45 0 100 0 L&T Cracking, Raveling and Weathering 1,349,850 2/2/2006 87 82 94 81 0 100 0 L&T Cracking, Raveling and Weathering 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 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 TWAGR A01WI AC 84,396 1/1/1992 76 67 71 54 15 76 9 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 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 TWAWI 10 AAC 357,600 6/1/2009 - 91 63 100 0 0 0 No Distress A01HL 10 AC 204,273 6/1/1994 76 79 65 59 0 100 0 Block Cracking, L&T Cracking A02WI A-11 Appendix A 20 Alligator Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Swelling, Raveling and Weathering H.A. Clark Memorial Field Airport Holbrook Municipal Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Holbrook Municipal Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 L&T Cracking, Raveling and Weathering A02HL 10 AAC 28,870 6/1/2001 30 100 96 76 0 100 0 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 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 RW826KE 10 PCC 242,242 10 AC 953,356 12/3/2009 15 AC 151,311 20 AC 224,020 11/2/2004 Applied Pavement Technology, Inc. 30 PCC 305,904 6/1/1998 75 71 65 84 0 16 96 88 89 100 0 0 0 No Distress 1/1/1996 - - - 73 0 96 4 L&T Cracking, Oil/Fuel Damage, Patching 57 59 99 94 46 43 11 L&T Cracking, Oil/Fuel Damage, Rutting 46 Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking 6/1/1940 - 68 61 67 33 21 A01KG 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 45 APC 30,003 6/1/2003 - - 95 86 0 100 0 Joint Reflection Cracking, Raveling and Weathering 2010 Arizona APMS Update Statewide Summary Report - Corner Spalling, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching Kearny Airport Kingman Airport Type of Distresses7 4 Appendix A A-12 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 50 Surface Section Type2 Area (sf) AC 229,414 LCD3 6/1/1940 2000 2003 2006 2010 PCI PCI PCI PCI - 16 16 18 % Distress Due To: Climate/ Other6 Load Durability5 0 100 0 Block Cracking, Raveling and Weathering 35 Alligator Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Swelling, Raveling and Weathering A01KG 60 Kingman Airport AC 693,556 6/1/2000 - 74 62 47 Type of Distresses7 4 25 40 10 PCC 87,487 6/1/2001 - 95 89 85 40 35 25 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 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 20 PCC 68,086 6/1/1940 75 75 82 85 55 0 45 Corner Spalling, Joint Spalling, LTD Cracking, Scaling, Shrinkage Cracking TWAKG TWCKG A-13 Appendix A A02KG Corner Break, Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Kingman Airport Branch1 TWDKG A01LH Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 TH01LH Applied Pavement Technology, Inc. 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 - 85 79 72 0 100 0 L&T Cracking, Raveling and Weathering 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 20 AC 51,374 1/12/2003 - - 100 79 0 100 0 L&T Cracking, Raveling and Weathering 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 20 AC 36,274 6/3/2008 - - - 100 0 0 0 No Distress 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 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 20 AC 34,869 6/1/1993 85 81 81 70 0 100 0 L&T Cracking 277,146 6/30/1999 A02LH RW1432LH TWALH ASOUTHLB Laughlin/Bullhead International Airport ATERMLB Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Lake Havasu City Airport Section1 Appendix A A-14 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 30 PCC 231,875 6/1/1991 40 AC 141,100 11/1/2004 RW1634LB 10 AAC TWA4LB 10 TWA5LB 10 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 99 96 99 96 16 0 84 Corner Spalling, Joint Spalling, LTD Cracking, Shrinkage Cracking - - 98 78 0 93 7 L&T Cracking, Oil/Fuel Damage, Patching ATERMLB Laughlin/Bullhead International Airport 1,125,118 6/1/2008 82 75 57 93 0 100 0 L&T Cracking AC 13,311 6/1/1997 92 76 68 66 0 95 5 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering 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 20 AAC 203,949 6/1/2008 - - - 100 0 100 0 L&T Cracking 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 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 100 92 85 75 0 100 0 L&T Cracking, Patching TWALB A01AV A02AV Marana Regional Airport Type of Distresses7 4 RW321AV TH01AV 49 35 94 77 19 78 3 Alligator Cracking, L&T Cracking, Swelling 6/1/1989 - 83 64 62 32 68 0 Alligator Cracking, Block Cracking, Depression, L&T Cracking, Patching 229,962 6/1/2006 - 83 100 83 0 100 0 Block Cracking, L&T Cracking 485,583 5/1/2005 - - 100 88 0 98 2 Depression, L&T Cracking 10 AAC 280,961 11/1/2003 10 AC 343,441 20 AAC 10 AC Appendix A A-15 TH02AV 708,882 6/30/1992 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Marana Regional Airport Branch1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 10 AC 509,246 5/19/1998 99 93 86 73 0 100 0 L&T Cracking TWBAV 10 AC 170,078 81 78 76 65 0 100 0 L&T Cracking TWCAV 10 AAC 114,699 5/17/2006 - - 100 80 0 100 0 L&T Cracking, Raveling and Weathering TWEAV 10 AC 169,943 - - 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 30 PCC 78,618 6/1/1999 100 100 100 99 0 64 36 Joint Seal Damage, Shrinkage Cracking 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 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 TWBNG 10 AC 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 20 AC 404,013 6/1/1988 80 76 71 56 0 87 13 Bleeding, Block Cracking, L&T Cracking, Oil/Fuel Damage, Patching A02NG Nogales International Airport HP01NG 1/1/1986 3/1/2006 Applied Pavement Technology, Inc. 9,097 6/30/1994 A01PM 2010 Arizona APMS Update Statewide Summary Report TWAAV A01NG Page Municipal Airport Section1 Appendix A A-16 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 60 PCC 9,600 6/3/2008 - - - 97 0 50 50 Joint Seal Damage, Shrinkage Cracking 10 AAC 51 97 72 75 0 100 0 L&T Cracking, Raveling and Weathering 20 AC 6/1/2006 - - - 100 0 100 0 L&T Cracking 10 AC 156,733 10/1/2002 - 100 98 91 0 100 0 L&T Cracking 10 AC - 96 87 70 0 87 13 L&T Cracking, Shoving, Raveling and Weathering 20 AC - - 100 97 0 100 0 L&T Cracking, Patching, Raveling and Weathering 30 AC 55,585 6/1/2008 - - - 100 0 0 100 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 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 20 AC 164,826 6/30/1981 86 74 67 63 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering A01PM RW1533PM Page Municipal Airport RW725PM TH01PM 823,500 6/30/2002 67,500 57,414 6/1/2001 145,963 11/30/2005 TWAPM A01PY Depression A-17 Appendix A Payson Airport Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 TWAPY 10 AAC 269,641 10/4/2003 73 100 96 84 0 100 0 L&T Cracking, Patching, Raveling and Weathering Payson Airport 01 PCC 26,220 6/1/1996 - - - 95 0 30 70 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 82 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, Scaling, Shrinkage Cracking, Small Patching Phoenix - Goodyear Airport10 01 PCC 72,281 6/1/1941 - - - 58 0 18 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 03 AC 2,264 6/1/1996 - - - 72 0 100 0 L&T Cracking, Raveling and Weathering ATERM 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. ARTA01 Corner Spalling, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching Appendix A A-18 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 04 Phoenix - Goodyear Airport10 ATERM Surface Section Type2 Area (sf) PCC 149,201 LCD3 6/1/1941 2000 2003 2006 2010 PCI PCI PCI PCI - - - 83 % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 22 8 70 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching PCC 110,374 6/1/1941 - - - 63 83 10 7 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 31 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching 14 PCC 99,000 6/1/1941 - - - 64 60 9 A-19 Appendix A 05 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name ATERM Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Type of Distresses7 Climate/ Other6 Load Durability5 4 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 - - - 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 - - - - - - - - 10,366 10/23/2008 2111 PCC 49,563 6/1/1941 - - - 59 27 0 73 2212 PCC 72,938 6/1/1941 - - - - - - - Applied Pavement Technology, Inc. 2311 PCC 107,350 6/1/1941 - - - 52 29 0 71 2412 PCC 66,250 6/1/1941 - - - - - - - 2511 PCC 82,531 6/1/1941 - - - 72 4 0 96 Corner Break, Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching Corner Break, Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching Corner Break, Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Phoenix - Goodyear Airport10 Branch1 Appendix A A-20 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 2611 ATERM Surface Section Type2 Area (sf) PCC 4,375 LCD3 6/1/1941 2000 2003 2006 2010 PCI PCI PCI PCI - - - 74 % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 13 0 87 Corner Spalling, Joint Spalling, Large Patching, LTD Cracking, Small Patching 27 PCC 81,250 6/1/1941 - - - 71 2 0 98 Corner Spalling, Faulting, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching 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 - - - 87 0 100 0 Patching 04 AC 137,077 6/2/1990 - - - 68 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering 01 AC 364,404 6/2/2000 - - - 64 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering 11 ATHGR Phoenix - Goodyear Airport10 ATHGRS 3,120 10/28/2008 PCC 25,214 6/1/1996 - - - 94 15 29 56 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 02a AAC 36,785 6/3/1996 - - - 77 15 85 0 Alligator Cracking, Block Cracking, L&T Cracking, Raveling and Weathering R03 A-21 Appendix A 01a Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shattered Slab, Shrinkage Cracking 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 Applied Pavement Technology, Inc. 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 06c AAC - - - 73 0 100 0 L&T Cracking, Raveling and Weathering R03 68,040 6/3/1996 2010 Arizona APMS Update Statewide Summary Report Phoenix - Goodyear Airport10 Branch1 Appendix A A-22 Table A-1. Summary condition data by airport name (continued). Airport Name Phoenix - Goodyear Airport10 Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 40 Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking, Small Patching R03 11a PCC 24,275 6/1/1996 - - - 88 8 52 A-23 Appendix A 07a 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 11b Surface Section Type2 Area (sf) PCC 24,275 LCD3 6/1/1996 2000 2003 2006 2010 PCI PCI PCI PCI - - - 89 % Distress Due To: Climate/ Other6 Load Durability5 6 57 37 Corner Break, Joint Seal Damage, Joint Spalling, Shrinkage Cracking, Small Patching R03 TA Applied Pavement Technology, Inc. TA1 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 06c AAC 28,502 4/1/2004 - - - 96 0 100 0 L&T Cracking 01 PCC 22,321 4/1/2004 - - - 95 0 40 60 Joint Seal Damage, Joint Spalling, Small Patching 2010 Arizona APMS Update Statewide Summary Report Phoenix - Goodyear Airport10 Type of Distresses7 4 Appendix A A-24 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 Phoenix - Goodyear Airport10 TA3 TA4 Type of Distresses7 4 PCC 25,625 6/1/1941 - - - 59 31 12 57 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 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 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 02 AAC 14,451 6/3/1996 - - - 42 0 100 0 Block Cracking, Raveling and Weathering TA5 A-25 Appendix A 03 Corner Spalling, Durability Cracking, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 TA5 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 04 AAC 1,714 4/1/2004 - - - 100 0 0 0 No Distress TA8 01 PCC 16,373 4/1/2004 - - - 81 0 9 91 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching TTHGRS 01 AC 16,209 6/2/2000 - - - 57 0 100 0 L&T Cracking, Raveling and Weathering 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 05 AC 957,161 1/1/2000 - - - 69 46 54 0 Alligator Cracking, L&T Cracking Phoenix - Goodyear Airport10 TA7 Applied Pavement Technology, Inc. ANE 2010 Arizona APMS Update Statewide Summary Report 03 TA6 Phoenix Deer Valley Airport10 Type of Distresses7 4 Appendix A A-26 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 ANE ANW Phoenix Deer Valley Airport10 ASR Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 AC 8,302 1/1/2000 - - - 74 0 100 0 L&T Cracking 07 AC 8,322 1/1/2000 - - - 81 0 100 0 L&T Cracking 01 AC - - - 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 13 AC 5,893 3/3/2008 - - - 100 0 0 0 No Distress 339,543 12/15/2009 Appendix A A-27 06 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 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 02 AAC 7,500 9/1/2003 - - - 54 0 100 0 L&T Cracking, Raveling and Weathering Appendix A A-28 Table A-1. Summary condition data by airport name (continued). ASR Applied Pavement Technology, Inc. ATC03HOLD R07L 2010 Arizona APMS Update Statewide Summary Report Phoenix Deer Valley Airport10 Airport Name Branch1 R07L Phoenix Deer Valley Airport10 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 06 AC 92,000 - - - 82 0 100 0 L&T Cracking, Raveling and Weathering R07R 8/9/1999 A-29 Appendix A 03 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 TA Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Applied Pavement Technology, Inc. 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 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 02 AC 3,044 6/1/1985 - - - 64 0 100 0 L&T Cracking, Raveling and Weathering 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 02 AC 2,725 6/1/1983 - - - 42 0 100 0 Block Cracking, Raveling and Weathering TA03 TA04 Type of Distresses7 4 TA05 2010 Arizona APMS Update Statewide Summary Report Phoenix Deer Valley Airport10 Section1 Appendix A A-30 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 TA05 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 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 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 04 AC 1,558 6/2/1995 - - - 69 0 100 0 Patching, Raveling and Weathering TA10 TA11 A-31 Appendix A 03 TA09 Phoenix Deer Valley Airport10 Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 02 AC 537 6/2/1986 - - - 42 0 100 0 Block Cracking, Raveling and Weathering 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 04 AC 854 6/2/1986 - - - 21 0 100 0 Block Cracking, Raveling and Weathering TB Phoenix Deer Valley Airport10 Applied Pavement Technology, Inc. TB03 TB04 TB05 2010 Arizona APMS Update Statewide Summary Report TA12 Appendix A A-32 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 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 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 02 AC 11,346 8/10/1999 - - - 88 0 100 0 L&T Cracking, Raveling and Weathering TB09 TB11 Phoenix Deer Valley Airport10 TC TC05 A-33 Appendix A 01 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Applied Pavement Technology, Inc. Phoenix-Mesa Gateway Airport Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 TR06 01 AC 12,536 8/10/1999 - - - 85 0 100 0 L&T Cracking ACARGOWG 10 PCC - 100 100 99 0 0 100 Small Patching 339,046 1/4/2003 2010 Arizona APMS Update Statewide Summary Report Phoenix Deer Valley Airport10 Branch1 Appendix A A-34 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 AHOLD30CWG AMIDWG Phoenix-Mesa Gateway Airport Section1 10 Surface Section Type2 Area (sf) PCC 87,754 LCD3 6/1/1958 2000 2003 2006 2010 PCI PCI PCI PCI - - 50 50 % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 20 PCC 499,893 6/1/1989 - 87 95 96 0 6 94 Durability Cracking, Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching PCC 206,440 6/1/1943 - 60 64 66 20 26 54 20 PCC 164,063 6/1/1968 - - - 83 0 63 37 Corner Spalling, Joint Seal Damage, Joint Spalling, Small Patching 49 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching 78 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching ANORTHWG 30 40 PCC PCC 51,937 26,000 6/1/1943 6/1/1942 - - - - - - 57 30 34 12 17 10 A-35 Appendix A 10 Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 50 Surface Section Type2 Area (sf) PCC 388,522 LCD3 6/1/1942 2000 2003 2006 2010 PCI PCI PCI PCI - - 39 49 % Distress Due To: Climate/ Other6 Load Durability5 53 12 28 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Small Patching 10 PCC PCC 11,887 52,732 6/1/1942 6/1/1975 - - - - - - 63 41 47 52 25 39 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching 9 ASOUTHWG Phoenix-Mesa Gateway Airport Applied Pavement Technology, Inc. RW12C30CWG RW12L30RWG 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 55 Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 30 PCC 375,072 6/1/1958 - - 91 88 10 35 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 10 PCC 150,000 10/1/1999 - 99 99 98 0 100 0 Joint Seal Damage 2010 Arizona APMS Update Statewide Summary Report 35 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching ANORTHWG 60 Type of Distresses7 4 Appendix A A-36 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 20 PCC 1,095,000 10/1/1999 - - 99 97 0 53 47 Joint Seal Damage, Scaling, Shrinkage Cracking, Small Patching 30 PCC 150,000 10/1/1999 - - 95 96 0 83 17 Joint Seal Damage, Joint Spalling, Shrinkage Cracking 15 Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching 31 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking, Small Patching RW12L30RWG 10 20 Phoenix-Mesa Gateway Airport PCC PCC 150,000 771,287 6/1/1958 6/1/1958 - - 80 - 59 95 29 90 77 26 8 43 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 51 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching RW12R30LWG 50 PCC 223,032 6/1/1958 - - 96 80 23 26 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 10 AC 134,400 1/3/2008 - - - 100 0 0 0 No Distress Appendix A A-37 THNORTHWG Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 PCC 4,500 6/1/1982 - - - 76 50 0 50 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 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 Applied Pavement Technology, Inc. TWBWG 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 50 PCC 190,151 5/3/2009 - - - 100 0 0 0 No Distress 2010 Arizona APMS Update Statewide Summary Report 30 Corner Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching TWAWG Phoenix-Mesa Gateway Airport Type of Distresses7 4 Appendix A A-38 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 - 96 96 94 0 0 100 Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching Phoenix-Mesa Gateway Airport TWGWG 6/1/1999 PCC 19,500 6/1/1969 - - - 70 17 27 56 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 57 Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching 110 PCC 49,584 6/1/1942 - - - 48 28 15 A-39 Appendix A 20 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 120 130 TWGWG 140 Surface Section Type2 Area (sf) PCC PCC PCC 119,120 52,046 35,187 LCD3 6/1/1987 6/1/1942 6/1/1958 2000 2003 2006 2010 PCI PCI PCI PCI - - - - - - - - - 87 54 44 % Distress Due To: Climate/ Other6 Load Durability5 0 30 59 0 17 12 100 Corner Spalling, Scaling, Small Patching 53 Corner Spalling, Durability Cracking, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching 29 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Small Patching PCC 122,083 6/1/1958 - - - 37 69 16 15 160 PCC 36,125 6/1/1987 - 77 97 82 0 9 91 Joint Seal Damage, Large Patching, Scaling, Small Patching 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 40 PCC 16,848 6/1/1998 - - - 100 0 0 0 No Distress Applied Pavement Technology, Inc. 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 20 APC 23,039 6/1/1998 - - - 60 26 67 7 Alligator Cracking, Depression, L&T Cracking, Swelling TWKWG 2010 Arizona APMS Update Statewide Summary Report 150 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Shrinkage Cracking Phoenix-Mesa Gateway Airport TWHWG Type of Distresses7 4 Appendix A A-40 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 30 TWKWG APC 47,414 LCD3 6/1/1998 2000 2003 2006 2010 PCI PCI PCI PCI - - - 58 % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 73 Corner Spalling, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 60 Phoenix-Mesa Gateway Airport Surface Section Type2 Area (sf) PCC 20,255 6/1/1942 - - - 58 7 20 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 PCC 34,332 6/1/1968 - - - 33 37 15 48 110 PCC 31,062 6/1/2003 - - - 94 0 92 8 Joint Seal Damage, Small Patching 120 PCC 33,750 6/1/2003 - - - 96 0 50 50 Joint Seal Damage, Large Patching, Small Patching A-41 Appendix A 100 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 TWKWG TWLWG TWNWG TWPWG Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 130 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 20 PCC 60,643 5/3/2009 - - - 100 0 0 0 No Distress 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 6/1/1958 - 27 33 23 51 1 48 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching 33,911 6/30/2005 - - 100 100 0 0 0 No Distress 6/1/1989 - - 96 98 0 0 100 Joint Spalling, Small Patching 6/1/1976 - 63 90 83 12 11 77 Joint Seal Damage, LTD Cracking, Scaling 20 PCC 154,492 30 PCC 10 PCC 147,430 10 PCC 34,903 Applied Pavement Technology, Inc. 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 25 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Scaling, Shrinkage Cracking, Small Patching TWVWG 50 PCC 41,485 6/1/1968 - - 68 64 51 24 2010 Arizona APMS Update Statewide Summary Report TWTWG Phoenix-Mesa Gateway Airport Section1 Appendix A A-42 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 Phoenix-Mesa Gateway Airport 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 20 PCC 17,787 6/1/1990 - - - 39 0 14 86 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, Shrinkage Cracking, Small Patching 10 PCC 298,668 6/1/1990 - 94 92 94 13 0 87 Corner Spalling, Joint Spalling, LTD Cracking, Scaling, Small Patching 20 Corner Break, Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Scaling, Shattered Slab, Shrinkage Cracking, Small Patching TWWWG TWYWG A01PA Type of Distresses7 4 10 PCC 1,511,819 1/1/1942 - - 37 43 71 9 Pinal Airpark8 RW1230PA 10 AC TWAPA 10 APC - - 59 52 40 59 1 468,760 10/1/2005 - - 100 87 0 85 15 L&T Cracking, Oil/Fuel Damage, Swelling, Raveling and Weathering 1,026,629 A-43 Appendix A 1/1/1970 Alligator Cracking, Bleeding, Block Cracking, L&T Cracking, Patching, Raveling and Weathering 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name 8 Pinal Airpark Rolle Airfield Branch1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 20 AC 150,685 1/1/1970 - - 37 23 68 31 1 HP01RL 10 PCC 400 6/1/1993 - 88 88 88 0 100 0 Joint Seal Damage RW1735RL 10 AC 84 77 67 56 0 100 0 L&T Cracking 14 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering Alligator Cracking, Depression, L&T Cracking, Oil/Fuel Damage, Raveling and Weathering AWINGRY 10 AC 10 AC 20 AC 190,673 6/30/1992 288,197 6/1/2003 89,217 8/15/1981 132,055 6/1/1989 64 100 100 92 0 86 74 79 74 54 13 84 3 86 88 79 67 0 100 0 L&T Cracking Applied Pavement Technology, Inc. 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 - 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 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 30 AAC 49,197 6/1/1999 93 95 91 48 0 100 0 L&T Cracking, Raveling and Weathering 10 AC 85,158 6/1/2004 - - 100 86 0 100 0 L&T Cracking, Raveling and Weathering 405,392 7/1/1999 TWBRY TWDRY TWERY 2010 Arizona APMS Update Statewide Summary Report TWAPA Alligator Cracking, Bleeding, L&T Cracking, Patching, Rutting, Raveling and Weathering APARKRY Ryan Field Airport Section1 Appendix A A-44 Table A-1. Summary condition data by airport name (continued). Airport Name Ryan Field Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 20 AC 23,621 6/30/1998 100 - 78 66 0 100 0 L&T Cracking, Raveling and Weathering RW1230SF 10 AC 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 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 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 20 AC 24,760 6/1/2000 - - - 71 33 67 0 Alligator Cracking, Block Cracking TWASM 10 AC 70,187 6/1/2000 - 100 91 86 0 100 0 L&T Cracking A01SC 10 AAC 1,268,137 10/1/2004 - 58 99 76 0 93 7 L&T Cracking, Oil/Fuel Damage 648,465 TH01SF San Manuel Airport9 TH01SM A-45 Scottsdale Airport Appendix A TWTTRY HP01SF Safford Regional Airport Type of Distresses7 4 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Surface Section Type2 Area (sf) 20 AAC 30 AC 40 PCC RW321SC 10 AAC 825,000 TWASC 10 TWBSC TWCSC A01SC Scottsdale Airport Section1 LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 - 90 100 78 0 100 0 L&T Cracking 398,204 3/1/2003 - 100 98 85 0 100 0 L&T Cracking, Patching 11,065 6/30/2003 - 100 95 94 0 88 12 Joint Seal Damage, Shrinkage Cracking 7/1/2010 - 88 71 100 0 0 0 No Distress AAC 560,941 8/29/2003 - 34 91 87 22 78 0 Alligator Cracking, Block Cracking, L&T Cracking 10 AC 483,009 11/1/2001 - 100 100 89 54 46 0 Alligator Cracking, L&T Cracking 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 20 AC 57,377 1/3/2003 - 100 95 89 0 89 11 L&T Cracking, Oil/Fuel Damage, Raveling and Weathering 10 AAC 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 Applied Pavement Technology, Inc. Sedona Airport 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 20 PCC 9,600 6/1/1997 100 99 93 83 32 61 7 Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking 6 Corner Break, Joint Seal Damage, LTD Cracking, Shattered Slab, Shrinkage Cracking 252,512 8/29/2003 A03SD A04SD 10 PCC 10,000 6/1/1997 100 100 98 88 81 13 2010 Arizona APMS Update Statewide Summary Report 282,781 10/1/2004 A01SD A02SD Type of Distresses7 4 Appendix A A-46 Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 RW321SD Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 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 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 10 AC 270,926 6/1/1997 100 88 76 72 0 100 0 L&T Cracking, Patching, Raveling and Weathering TH01SD Sedona Airport TWASD Seligman Airport Type of Distresses7 4 10 AC 23,476 6/1/1997 96 90 57 66 46 54 0 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 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 20 PCC 1,800 1/1/2006 - - 100 100 0 0 0 No Distress Show Low Regional Airport HP01SL A-47 Appendix A TWBSD Alligator Cracking, Bleeding, L&T Cracking, Patching, Rutting, Raveling and Weathering 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 20 AAC 25,638 6/1/2005 47 60 100 100 0 0 0 No Distress TWASL 10 AC 445,879 1/1/1998 100 99 92 90 0 100 0 L&T Cracking, Raveling and Weathering TWBSL 10 AC 58,645 1/1/1985 70 65 60 43 58 42 0 Alligator Cracking, Block Cracking TWDSL 10 AAC 10,516 10/1/2000 95 85 98 88 0 100 0 L&T Cracking, Raveling and Weathering 10 AAC 337,275 6/1/2006 98 93 92 100 0 0 0 No Distress 20 PCC 363,973 1/3/1999 98 95 97 95 8 71 21 Corner Spalling, Joint Seal Damage, Joint Spalling, LTD Cracking, Shrinkage Cracking 30 AAC 101,051 12/7/2005 - - 100 95 0 100 0 L&T Cracking, Raveling and Weathering 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 TWJSV 10 PCC 186,913 - - - 100 0 0 0 No Distress Show Low Regional Airport TWA4SL Applied Pavement Technology, Inc. A01SV 3/3/2010 2010 Arizona APMS Update Statewide Summary Report RW321SL TH01SL Sierra Vista Municipal Airport Libby AFF Section1 Appendix A A-48 Table A-1. Summary condition data by airport name (continued). Airport Name Sierra Vista Municipal Airport Libby AFF Branch1 St. Johns Industrial Air Park Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 PCC 250,206 1/1/1996 99 98 95 93 5 82 13 10 AAC 68,354 6/1/1979 77 80 65 58 0 100 0 L&T Cracking 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 - - - 100 0 0 0 No Distress RW1129SP 10 AAC 280,110 10/1/2002 78 100 95 83 0 100 0 L&T Cracking RW321SP 10 AAC 631,875 9/1/2010 74 79 65 100 0 0 0 No Distress TH01SP 10 AC 6,911 5/2/2009 - - - 100 0 0 0 No Distress TWASP 10 AC 326,992 6/1/1993 86 90 77 70 21 79 0 Alligator Cracking, L&T Cracking, Raveling and Weathering TWBSP 10 AC 124,192 6/1/1996 98 93 85 73 0 100 0 L&T Cracking, Raveling and Weathering A01SJ 10 AC 140,699 1/1/1980 61 59 46 38 0 100 0 Block Cracking, L&T Cracking, Raveling and Weathering RW1432SJ 10 AC 399,375 8/1/2002 74 99 96 83 0 100 0 L&T Cracking, Raveling and Weathering RW321SJ 10 AAC 200,606 6/1/2003 73 76 98 85 0 100 0 L&T Cracking, Patching TH01SJ 10 AC 17,659 6/1/1992 - 81 75 60 0 100 0 L&T Cracking TWASJ 10 AC 246,548 1/1/1995 73 69 40 27 14 86 0 Alligator Cracking, L&T Cracking, Raveling and Weathering TWKSV 1,875 6/1/2007 A-49 Appendix A 10 Corner Spalling, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching A01SP Springerville Municipal Airport Section1 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name St. Johns Industrial Air Park Taylor Airport Branch1 LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 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 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 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 TWAWK 10 AC 275,621 10/4/2006 77 82 100 100 0 0 100 10 AC 146,954 1/1/1980 57 58 56 46 15 85 0 Depression, L&T Cracking, Patching, Rutting, Raveling and Weathering 20 AC 90,930 6/3/2009 - - - 100 0 0 0 No Distress 10 AC 47 59 100 89 0 100 0 L&T Cracking, Raveling and Weathering 20 PCC - - 94 81 93 0 7 Corner Break, LTD Cracking, Shattered Slab, Shrinkage Cracking, Small Patching TH01TA Applied Pavement Technology, Inc. A01WN Winslow-Lindbergh Regional Airport 141,705 9/25/2003 A02WN 12,930 1/1/1998 Oil/Fuel Damage 2010 Arizona APMS Update Statewide Summary Report Wickenburg Municipal Airport Surface Section Type2 Area (sf) TWBSJ TWATA Tombstone Municipal Airport Section1 Appendix A A-50 Table A-1. Summary condition data by airport name (continued). Airport Name Winslow-Lindbergh Regional Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 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 TWDWN 25 47 62 52 54 9 37 124,975 1/18/2006 73 67 100 71 0 67 33 L&T Cracking, Oil/Fuel Damage, Swelling 1/1/2000 - - 27 21 77 13 10 Joint Seal Damage, LTD Cracking, Shattered Slab, Small Patching 669,825 6/1/1990 - 71 69 52 9 81 10 Alligator Cracking, Bleeding, Block Cracking, L&T Cracking, Patching, Swelling 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 40 PCC 4,900 1/1/2004 - - 98 98 0 100 0 Joint Seal Damage 20 PCC 19,104 10 AAC 20 PCC 2,814 10 AC 20 A01YM Yuma MCAS/Yuma International Airport A02YM A-51 Appendix A 1/1/1973 Corner Break, Faulting, Joint Seal Damage, Joint Spalling, Large Patching, LTD Cracking, Shattered Slab, Small Patching 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). Airport Name Branch1 ACARGOYM Section1 10 10 Surface Section Type2 Area (sf) PCC PCC 157,500 112,140 LCD3 6/1/1997 1/1/1975 2000 2003 2006 2010 PCI PCI PCI PCI 100 - 98 - 97 78 93 90 % Distress Due To: Climate/ Other6 Load Durability5 67 14 0 16 33 Corner Spalling, Joint Spalling, LTD Cracking, Shrinkage Cracking 70 Corner Break, Corner Spalling, Joint Seal Damage, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching AC 335,892 1/1/1971 - - 49 32 0 98 2 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 60 AC 70,042 6/4/2008 - - - 100 0 0 0 No Distress Applied Pavement Technology, Inc. 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 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 - 68 100 89 0 85 15 L&T Cracking, Oil/Fuel Damage ATERMYM TH01YM 20 PCC 10 AAC 215,363 1/1/1987 77,255 1/18/2006 2010 Arizona APMS Update Statewide Summary Report 20 Block Cracking, L&T Cracking, Oil/Fuel Damage, Patching, Shoving, Raveling and Weathering ADCCYM Yuma MCAS/Yuma International Airport Type of Distresses7 4 Appendix A A-52 Table A-1. Summary condition data by airport name (continued). Airport Name Yuma MCAS/Yuma International Airport Branch1 Section1 Surface Section Type2 Area (sf) LCD3 2000 2003 2006 2010 PCI PCI PCI PCI % Distress Due To: Climate/ Other6 Load Durability5 Type of Distresses7 4 - - 63 36 52 48 0 Alligator Cracking, L&T Cracking, Raveling and Weathering 8/1/2003 - - 98 94 0 42 58 Depression, L&T Cracking, Oil/Fuel Damage, Patching, Swelling 60,768 6/5/2009 - - - 100 0 0 0 No Distress PCC 9,580 6/1/1987 - 92 82 81 25 0 75 LTD Cracking, Scaling, Shrinkage Cracking 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 20 PCC 45,000 6/1/1965 83 81 90 92 27 0 73 Corner Spalling, Large Patching, LTD Cracking, Shrinkage Cracking, Small Patching TH01YM 20 AC 8,127 6/30/1976 TH02YM 10 AC 135,510 TPAPPYYM 10 PCC TTERMYM 10 TWCARGOYM TWZYM 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. Table A-1. Summary condition data by airport name (continued). 1 See Individual Reports, Figure 2 for the branch and section locations. 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. 2 Appendix A A-53 The PCI data shown in the 2010 PCI data column for Pinal Airpark is data from the 2009 inspection. 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. 9 Appendix A A-54 Table A-1. Summary condition data by airport name (continued). 8 2010 Arizona APMS Update Statewide Summary Report Applied Pavement Technology, Inc. APPENDIX B PAINT REMARKING RECOMMENDATIONS 2010 Arizona APMS Update Statewide Summary Report Appendix B Table B-1. Paint remarking recommendations1. Airport Name Bagdad Airport Benson Municipal Airport Bisbee Douglas International Airport Bisbee Municipal Airport Buckeye Municipal Airport Associated City Branch Section Paint Rating2 Bagdad A01BG 10 U-FA RW1028BN 10 U-CH TH01BN 10 U-CR TWABN 10 U-CH A01BD 10 U-FA RW1735BD 10 U-FA RW826BD 10 U-FA TWA1BD 10 U-CH TWA4BD 10 U-FA A01BM 10 U-CR TWABM 10 U-CR RW1735BK 10 U-CR 10 U-FA 20 U-FA A02CG 10 U-FA HP01CG 10 U-FA HP02CG 10 U-CH RW523CG 10 U-CH 10 U-FA 20 U-FA TWACG 10 U-FA RW4L22RCH 10 U-CR RW4R22LCH 10 U-CR TH01CH 20 U-CH 10 U-FA 20 U-FA RW523CC 10 U-CH TWACC 10 U-CR A01CO 10 U-FA RW321CO 10 U-CR A01CL 10 U-CR RW1129CL 10 U-CR Benson Douglas/Bisbee Bisbee Buckeye A01CG Casa Grande Municipal Airport Casa Grande TH01CG Chandler Municipal Airport Chandler A01CC Cochise College Airport Cochise County Airport Colorado City Municipal Airport Applied Pavement Technology, Inc. Douglas Willcox Colorado City B-1 Appendix B 2010 Arizona APMS Update Statewide Summary Report Table B-1. Paint remarking recommendations1 (continued). Airport Name Colorado City Municipal Airport Associated City Colorado City Branch Section Paint Rating2 RW220CL 10 U-CR TH01CL 10 U-FA TWBCL 10 U-FA RW1735CM 10 U-CH 10C U-FA 10NS U-CH TWACM 10 U-FA TWBCM 10 U-CH RW1432CT 10 U-CR A02DM 10 U-CH RW321DM 10 U-CH TWADM 10 U-CH A01EM 10 U-FA RW220EM 10 U-FA TWAEM 10 U-FA A04PR 10 U-FA 10 U-FA 20 U-FA RW1230PR 10 U-CR RW3L21RPR 10 U-CH TH02PR 10 U-CH TWDPR 10 U-CR TWFPR 10 U-CH A02MF 20 U-FA 10 U-CH 20 U-CH 30 U-FA 10 U-CH 20 U-FA A02FG 10 U-FA A03FG 10 U-CH RW321FG 10 U-FA RW523CM Coolidge Municipal Airport Cottonwood Airport Douglas Municipal Airport Eloy Municipal Airport Coolidge Cottonwood Douglas Eloy ATANKERPR Ernest A. Love Field Airport Falcon Field Airport Prescott Mesa TH01MF A01FG Flagstaff Pulliam Airport B-2 Flagstaff Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix B Table B-1. Paint remarking recommendations1 (continued). Airport Name Flagstaff Pulliam Airport Associated City Flagstaff Branch Section Paint Rating2 RW321FG 20 U-FA TH01FG 10 U-FA 10 U-CH 20 U-CR 30 U-FA 10 U-FA 20 U-FA RW422GB 10 U-CH A01GL 20 U-CH RW119GL 10 U-FA TH01GL 10 U-FA TWAGL 10 U-FA 15 U-FA 20 U-FA HP01GC 10 U-FA RW321GC 10 U-FA RW725GR 10 U-CR 10 U-CR 20 U-CH A02WI 10 U-CH RW1836WI 10 U-CR RW321HL 10 U-FA TWAHL 10 U-FA A01KE 10 U-CH RW1735KG 10 U-CR RW321KG 10 U-CH TH01KG 10 U-FA TWDKG 10 U-CR 10 U-CH 20 U-CH 10 U-CH TWAFG TWWFG Gila Bend Municipal Airport Glendale Municipal Airport Gila Bend Glendale A01GC Grand Canyon National Park Airport Greenlee County Airport Grand Canyon Clifton/Morenci A01WI H.A. Clark Memorial Field Airport Holbrook Municipal Airport Kearny Airport Kingman Airport Williams Holbrook Kearny Kingman A01LH Lake Havasu City Airport Lake Havasu City A02LH Applied Pavement Technology, Inc. B-3 Appendix B 2010 Arizona APMS Update Statewide Summary Report Table B-1. Paint remarking recommendations1 (continued). Airport Name Lake Havasu City Airport Laughlin/Bullhead International Airport Marana Regional Airport Associated City Lake Havasu City Bullhead City Tucson Branch Section Paint Rating2 TH01LH 10 U-CH TWALH 10 U-CH ATERMLB 10 U-FA A01AV 10 U-CH RW1230AV 10 U-CR RW321AV 10 U-CR TH01AV 10 U-CH 10 U-CR 20 U-CH 10 U-CH 20 U-CH 10 U-CR 10 U-FA 40 U-FA RW725PM 10 U-CR A01PY 20 U-CR A01PA 10 U-CH RW1230PA 10 U-CR 10 U-FA 20 U-CR 10 U-CH 20 U-CH RW1533RY 10 U-CR RW6R24LRY 10 U-CR 10 U-CH 20 U-CH 30 U-FA TWTTRY 10 U-FA A01SF 10 U-CR HP01SF 10 U-CH TWASF 10 U-CH A01NG Nogales International Airport Nogales HP01NG RW321NG A01PM Page Municipal Airport Payson Airport Pinal Airpark Page Payson Marana TWAPA AWINGRY Ryan Field Airport Tucson TWDRY Safford Regional Airport B-4 Safford Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix B Table B-1. Paint remarking recommendations1 (continued). Airport Name Safford Regional Airport Scottsdale Airport Associated City Branch Section Paint Rating2 Safford TWESF 10 U-FA Scottsdale TWCSC 10 U-CH 10 U-CH 20 U-FA A02SD 10 U-FA A03SD 10 U-FA A04SD 10 U-CH RW321SD 10 U-FA 10 U-CH 20 U-CH TWASD 10 U-CR TWBSD 10 U-CR 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 40 U-CH 10 U-CH 20 U-CH TWASL 10 U-CH TWBSL 10 U-CH TWDSL 10 U-FA A01SV 20 U-CH TWKSV 10 U-CH A01SP 10 U-CR RW1129SP 10 U-FA TWASP 10 U-CR TWBSP 10 U-CH A01SD Sedona Airport Sedona TH01SD Seligman Airport Show Low Regional Airport Seligman Show Low TH01SL TWA4SL Sierra Vista Municipal Airport – Libby AAF Springerville Municipal Airport Applied Pavement Technology, Inc. Sierra Vista Springerville B-5 Appendix B 2010 Arizona APMS Update Statewide Summary Report Table B-1. Paint remarking recommendations1 (continued). Airport Name St Johns Industrial Air Park Taylor Airport Tombstone Municipal Airport Winslow – Lindbergh Regional Airport Associated City St Johns Taylor Tombstone Winslow Branch Section Paint Rating2 A01SJ 10 U-CR RW1432SJ 10 U-CR RW321SJ 10 U-FA TWASJ 10 U-CR TWBSJ 10 U-CR A01TA 10 U-CR 10 U-CR 20 U-FA RW624TS 10 U-FA 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 20 U-CH ADCCYM 30 U-FA ATERMYM 10 U-CH TH02YM 10 U-FA TWATA TWDWN Yuma MCAS/Yuma International Airport Yuma 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. B-6 Applied Pavement Technology, Inc. APPENDIX C SECTIONS REQUIRING MAJOR REHABILITATION 2010 Arizona APMS Update Statewide Summary Report Appendix C Table C-1. Sections requiring major rehabilitation1. Year Project Airport Bagdad Airport Branch A02BG Section Area (sf) 10 8,964 10 317,361 20 379,677 TH01BD 10 22,715 TWA1BD 10 218,201 TWABM 10 206,091 A02BK 10 117,882 TWHBK 10 272,982 TWBCG 10 99,819 10 171,762 20 115,132 RW523CC 10 416,992 TWACC 10 131,725 TH01CL 10 46,420 A01CM 10 440,229 TWBCM 10 112,726 RW321DM 10 452,980 TH01EM 10 49,379 A01AJ 10 741,473 ATANKERPR 10 91,696 TH01MF 10 1,797,772 A03FG 10 76,679 TH01FG 10 337,343 A01GL 20 1,416,239 HP01GL 10 4,356 Grand Canyon National Park Airport HP01GC 10 2,000 Greenlee County Airport A01GR 10 67,407 H.A. Clark Memorial Field Airport A01WI 20 84,396 RW826KE 10 242,242 40 447,282 50 229,414 60 693,556 02 2,329 10 229,020 10 695,631 A01BD Bisbee Douglas International Airport Bisbee Municipal Airport Buckeye Municipal Airport Casa Grande Municipal Airport A01CC Cochise College Airport Colorado City Municipal Airport Coolidge Municipal Airport Douglas Municipal Airport 2011 Eloy Municipal Airport Eric Marcus Municipal Airport Ernest A. Love Field Airport Falcon Field Airport Flagstaff Pulliam Airport Glendale Municipal Airport Kearny Airport A01KG Kingman Airport TWCKG TWDKG Applied Pavement Technology, Inc. C-1 Appendix C 2010 Arizona APMS Update Statewide Summary Report Table C-1. Sections requiring major rehabilitation1 (continued). Year Project Airport Laughlin/Bullhead International Airport Branch ATERMLB 10 103,861 Marana Regional Airport A01AV 10 530,880 Nogales International Airport A01NG 20 20,000 Page Municipal Airport A01PM 20 404,013 AHOLD30CWG 10 87,754 AMIDWG 10 177,940 30 51,937 40 26,000 50 388,522 60 11,887 ASOUTHWG 10 52,732 RW12C30CWG 40 150,001 10 150,000 60 149,982 70 80,625 110 49,584 130 52,046 140 35,187 150 122,083 40 20,244 60 20,255 70 37,860 100 34,332 20 154,492 20 4,687 40 4,687 50 41,485 80 34,640 04 64,076 05 295,476 07 184,028 08 163,763 09 41,080 11 67,994 19 47,510 ANORTHWG RW12R30LWG TWAWG Phoenix - Mesa Gateway Airport TWGWG 2011 TWKWG TWPWG TWVWG Phoenix Deer Valley Airport C-2 Section Area (sf) ASR Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix C Table C-1. Sections requiring major rehabilitation1 (continued). Year Project Airport Branch ATB03HOLD 01 13,849 02 7,500 03 60,000 05 22,500 02 40,710 04 5,113 05 17,078 06 52,000 07 6,000 08 73,960 TA03 01 15,790 TA04 01 7,648 01 621 02 2,725 03 452 04 2,562 03 4,769 04 2,909 02 1,700 03 4,769 04 2,909 01 4,274 02 2,414 03 3,870 TA12 01 29,106 TANW1 01 3,278 01 61,152 02 6,000 03 18,000 05 122,021 01 31,943 02 537 02 3,273 03 16,073 04 854 R07L TA TA05 2011 Phoenix Deer Valley Airport TA09 TA10 TA11 TB TB03 TB05 Applied Pavement Technology, Inc. Section Area (sf) C-3 Appendix C 2010 Arizona APMS Update Statewide Summary Report Table C-1. Sections requiring major rehabilitation1 (continued). Year Project Airport Branch 01 7,825 02 3,073 03 16,273 01 6,773 02 2,537 03 15,737 01 72,281 02 46,312 05 110,374 07 4,302 08 45,000 09 158,467 14 99,000 15 83,070 16 117,513 18 4,535 19 17,470 20 164,624 21 49,563 22 72,938 23 107,350 24 66,250 25 82,531 26 4,375 27 81,250 07b 14,350 08b 40,750 09b 67,867 10b 1,250 TA2 03 25,625 TA5 02 14,451 TA6 02 14,542 TTHGRS 01 16,209 A01PA 10 1,511,819 RW1230PA 10 1,026,629 TB09 Phoenix Deer Valley Airport TB11 ATERM 2011 Phoenix Goodyear Airport R03 Pinal Airpark C-4 Section Area (sf) Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix C Table C-1. Sections requiring major rehabilitation1 (continued). Year Project Airport Branch Section Area (sf) Pinal Airpark TWAPA 20 150,685 Rolle Airfield RW1735RL 10 190,673 AWINGRY 10 89,217 TWDRY 30 49,197 Safford Regional Airport HP01SF 10 5,293 Sedona Airport TH01SD 20 39,978 TH01SL 10 3,653 TWBSL 10 58,645 A01SJ 10 140,699 TWASJ 10 246,548 A01WN 10 146,954 RW1129WN 10 1,155,000 TWBWN 10 343,693 10 36,035 20 19,104 A02YM 10 669,825 ADCCYM 20 335,892 ATERMYM 10 229,462 TH01YM 20 8,127 TWZYM 10 311,222 ANORTHWG 10 206,440 A01KG 30 305,904 TWHWG 30 34,570 2015 Cochise County Airport A01CO 10 19,738 2017 Nogales International Airport A02NG 10 49,796 HP02CG 10 4,800 TA 01 27,940 ADCCYM 30 7,800 Ryan Field Airport Show Low Regional Airport St. Johns Industrial Air Park 2011 Winslow - Lindbergh Regional Airport TWDWN Yuma MCAS/Yuma International Airport 2012 Phoenix - Mesa Gateway Airport 2013 Kingman Airport Phoenix - Mesa Gateway Airport Casa Grande Municipal Airport 2018 Phoenix Goodyear Airport Yuma MCAS/Yuma International Airport 1 Tucson International Airport was not included in this analysis. Applied Pavement Technology, Inc. C-5 APPENDIX D UNLIMITED ANNUAL BUDGET PAVEMENT PRESERVATION PROGRAM (FOR COMPARISON PURPOSES ONLY) 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1. Year Project Airport Bagdad Airport Branch Section A01BG 10 RW523BG 10 TWABG 10 20 10 A01BN 20 Benson Municipal Airport Bisbee Douglas International Airport TH01BN 10 TWABN 10 A01BD 30 RW1735BD 10 RW826BD 10 TWA3BD 10 RW1735BM 10 2011 Bisbee Municipal Airport A01BK Buckeye Municipal Airport RW1735BK A01CG Chandler Municipal Airport Applied Pavement Technology, Inc. Estimated Cost Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $89,407 Thin Asphalt Overlay/PFC $3,689 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,275 $2,618 $45,806 $34,503 $24,395 $67,976 $13,578 $195,639 $93,000 $24,357 $144,116 10 Thin Asphalt Overlay/PFC $142,136 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $39,821 10 Mill and Replace PFC $798,684 20 Mill and Replace PFC $454,393 30 40 Casa Grande Municipal Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs $107,307 $13,802 $3,321 HP01CG 10 RW523CG 10 Thin Asphalt Overlay/PFC $588,756 TH01CG 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,919 TWACG 10 Thin Asphalt Overlay/PFC $404,554 A01CH 10 Thin Asphalt Overlay/PFC $1,021,786 D-1 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 20 A01CH Chandler Municipal Airport RW4R22LCH 30 Coolidge Municipal Airport Douglas Municipal Airport Eloy Municipal Airport Eric Marcus Municipal Airport Ernest A. Love Field Airport D-2 $140,380 $293,046 10 Thin Asphalt Overlay/PFC $411,779 20 2011 $40,193 Thin Asphalt Overlay/PFC TH01CH Colorado City Municipal Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost 40 10 Cochise County Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs $156,960 $76,260 TWCCH 10 Thin Asphalt Overlay/PFC $332,780 A01CO 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,326 RW321CO 10 Thin Asphalt Overlay/PFC $518,105 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 TWBCL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $51,241 RW1735CM 10 Thin Asphalt Overlay/PFC $306,181 10NS Thin Asphalt Overlay/PFC $467,466 RW523CM TH01CM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat 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 TWAEM 10 Mill and Replace PFC $378,729 RW1230AJ 10 Thin Asphalt Overlay/PFC $257,060 10 Thin Asphalt Overlay/PFC $30,556 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $5,311 A02PR 10 Thin Asphalt Overlay/PFC ASOUTHPR 10 ATANKERPR 20 RW3L21RPR 10 TWAAJ Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat $9,006 $92,127 $117,431 $58,980 $7,353 $90,130 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Ernest A. Love Field Airport Branch Section TWAPR 10 TWFPR 10 TWKPR 10 10 A01MF 20 Falcon Field Airport A02MF 10 TH01MF 30 TWEMF 20 A02FG 10 10 RW321FG 20 2011 Flagstaff Pulliam Airport 10 TWAFG 20 30 Gila Bend Municipal Airport Glendale Municipal Airport Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $61,101 $16,509 $8,625 $77,504 $65,884 $1,828,710 $24,712 $53,697 $140,571 $325,500 $83,700 $163,256 $171,072 $39,274 20 RW422GB 10 Thin Asphalt Overlay/PFC $441,142 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 TWAGL 10 A01GC 15 20 Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost TWWFG 10 Grand Canyon National Park Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,733 $130,032 $31,484 $28,464 $289,361 D-3 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section Grand Canyon National Park Airport TWPGC 10 Greenlee County Airport TWAGR 20 A01WI 10 H.A. Clark Memorial Field Airport 10 A02WI 20 30 Holbrook Municipal Airport Kingman Airport $59,987 $140,423 $5,940 $1,068 $231,282 RW321HL 10 Thin Asphalt Overlay/PFC $572,438 A01KG 45 Crack Seal and Rubberized Asphalt Emulsion Seal Coat RW321KG 10 Thin Asphalt Overlay/PFC TWAKG 10 TWCKG 05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs $9,301 $1,160,130 $48,267 $9,948 10 Thin Asphalt Overlay/PFC 30 PCC Joint Resealing and Spall Repairs A02LH 10 Thin Asphalt Overlay/PFC $173,588 RW1432LH 10 Thin Asphalt Overlay/PFC $909,678 10 Thin Asphalt Overlay/PFC $260,037 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,245 TWALH 10 Thin Asphalt Overlay/PFC $945,032 ASOUTHLB 10 Thin Asphalt Overlay/PFC $297,208 ATERMLB 20 Thin Asphalt Overlay/PFC $39,479 TWA4LB 10 Thin Asphalt Overlay/PFC $15,071 TWALB 10 Thin Asphalt Overlay/PFC $751,079 10 Thin Asphalt Overlay/PFC $182,845 A02AV D-4 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $32,653 Thin Asphalt Overlay/PFC TH01LH Marana Regional Airport Thin Asphalt Overlay/PFC $300,014 10 A01LH Laughlin/Bullhead International Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost A01HL 2011 Lake Havasu City Airport Treatment 20 A03AV 10 A04AV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,016,650 $1,898 $53,471 $251,782 $18,918 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 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 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 TWBNG 10 Thin Asphalt Overlay/PFC $10,300 30 Thin Asphalt Overlay/PFC $227,477 Marana Regional Airport Nogales International Airport A01PM 40 50 2011 RW1533PM 20 RW725PM 10 Page Municipal Airport 10 TH01PM 20 30 10 TWAPM 20 A01PY 10 20 Payson Airport Phoenix Deer Valley Airport Applied Pavement Technology, Inc. A02PY 10 TH01PY 10 ANE Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $54,299 $23,654 $20,925 $48,587 $65,005 $45,249 $17,231 $84,122 $10,805 $33,234 $186,620 $29,308 $9,272 01 Thin Asphalt Overlay/PFC $455,014 02 Thin Asphalt Overlay/PFC $4,232 D-5 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch ANE Section Thin Asphalt Overlay/PFC $445,013 04 Thin Asphalt Overlay/PFC $452,366 05 Thin Asphalt Overlay/PFC $1,083,719 01 02 03 10 12 13 14 15 Phoenix Deer Valley 2011 Airport 16 17 18 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,580 $7,987 $85,495 $278,343 $240,578 $12,872 $1,827 $971 $28,715 $185,313 $1,744 $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 ATC03HOLD 02 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $739 $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 07 Thin Asphalt Overlay/PFC $16,983 R07L D-6 Estimated Cost 03 07 ASR Treatment Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch R07L Section Thin Asphalt Overlay/PFC $8,492 09 Thin Asphalt Overlay/PFC $152,850 02 03 04 05 06 Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $27,900 $13,663 $384,956 $58,900 $20,483 $28,520 Thin Asphalt Overlay/PFC $20,580 03 Thin Asphalt Overlay/PFC $1,698 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 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 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 TA09 TC 01 TC05 02 TC06 Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat 01 TA Phoenix Deer Valley 2011 Airport Estimated Cost 08 01 R07R Treatment 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC $3,185 $265 $3,517 $17,719 D-7 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Phoenix Deer Valley Airport Branch Section TC07 01 TC12 01 TC13 01 10 11 12 ATERM 13 17 28 Phoenix Goodyear Airport ATHGRS R03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $17,617 $3,517 $3,185 $75,341 $38,266 $764 $6,265 $3,213 $58,381 Thin Asphalt Overlay/PFC $104,789 02 Thin Asphalt Overlay/PFC $165,508 03 Crack Seal and Rubberized Asphalt Emulsion Seal Coat 04 Thin Asphalt Overlay/PFC $155,202 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 10c Thin Asphalt Overlay/PFC $1,415 03 TA 05 D-8 Thin Asphalt Overlay/PFC Estimated Cost 01 ATHGR 2011 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $967 $11,625 $3,923 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 02a 02b 02c 04a TA 04b 04c 06a 06c Phoenix Goodyear Airport 02 04 TA3 05 2011 07 TA5 $6,793 $2,962 $23,894 $61,185 $27,101 $7,727 $8,835 $3,821 $621 $2,265 $621 $7,237 01 Thin Asphalt Overlay/PFC $7,237 TA7 04 ANORTHWG 20 RW12C30CWG Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs 20 THNORTHWG 10 TWAWG 15 20 TWGWG 90 Applied Pavement Technology, Inc. $2,939 Thin Asphalt Overlay/PFC 03 TWKWG Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost 01 TA6 Phoenix-Mesa Gateway Airport Treatment 20 Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs Thin Asphalt Overlay/PFC $1,087 $531 $136,295 $968,107 $41,664 $12,157 $11,949 $7,828 $26,085 D-9 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 30 50 Phoenix-Mesa Gateway Airport TWKWG 80 90 Rolle Airfield Ryan Field Airport 2011 Safford Regional Airport San Manuel Airport Seligman Airport D-10 Thin Asphalt Overlay/PFC PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $53,683 $32,778 $16,634 $20,384 TWVWG 30 HP01RL 10 APARKRY 10 AWINGRY 20 Thin Asphalt Overlay/PFC $149,516 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $60,699 20 Thin Asphalt Overlay/PFC $346,510 TWERY 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $26,399 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 TWESF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $37,894 TH01SM 20 Thin Asphalt Overlay/PFC $28,034 A01SC 30 TWBSC 10 A01SD 20 A02SD 20 A03SD 20 RW321SD 10 TWBSD 10 Thin Asphalt Overlay/PFC $26,580 A01SG 10 Thin Asphalt Overlay/PFC $96,375 TWBRY Scottsdale Airport Sedona Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,950 $474 $89,341 $123,443 $149,733 $17,787 $18,279 $11,386 $159,030 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section A01SL 10 A02SL 10 A03SL 10 RW321SL 10 20 Show Low Regional Airport TH01SL 40 10 TWA4SL 20 TWASL 10 TWDSL 10 10 2011 Sierra Vista Municipal Airport-Libby AAF A01SV 40 TWGSV St. Johns Industrial Air Park 10 Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,462 $106,030 $129,275 $76,427 $23,799 $21,228 $11,687 $7,948 $138,222 $3,260 $104,555 $31,326 $5,580 $64,897 Thin Asphalt Overlay/PFC $77,392 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 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 TWBSJ 10 Thin Asphalt Overlay/PFC $163,007 TH01TA 10 TWATA 20 Taylor Airport Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost 10 A01SP Springerville Municipal Airport 30 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $10,214 $64,305 D-11 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Tombstone Municipal Airport Wickenburg Municipal Airport Winslow-Lindbergh Regional Airport 2011 Branch Section Treatment RW624TS 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $85,104 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 TWAWK 10 A02WN 10 RW422WN 10 Thin Asphalt Overlay/PFC $1,264,959 TWAWN 10 Thin Asphalt Overlay/PFC $389,387 A01YM 10 Mill and Replace PFC $241,757 A02YM 20 40 ADCCYM Yuma MCAS/Yuma International Airport 60 ATERMYM 20 TH02YM 10 TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2011: Estimated Cost $85,443 $43,929 $118,487 $27,059 $21,713 $81,827 $42,008 $59,853 $39,073,715 A02CG 10 Mill and Replace PFC $116,744 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 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 Falcon Field Airport A02MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $24,207 Casa Grande Municipal Airport Coolidge Municipal 2012 Airport D-12 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section Treatment RW4L22RMF 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $107,967 20 Thin Asphalt Overlay/PFC $660,504 40 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $20,425 TH01GL 10 Thin Asphalt Overlay/PFC $543,673 TWAWI 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $115,290 TWBHL 10 Thin Asphalt Overlay/PFC $49,505 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 Falcon Field Airport TH01MF Glendale Municipal Airport H.A. Clark Memorial Field Airport Holbrook Municipal Airport Kearny Airport A01KG Kingman Airport 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Estimated Cost $72,224 A02KG 10 TH01KG 10 Thin Asphalt Overlay/PFC $163,728 A01LH 20 Thin Asphalt Overlay/PFC $326,342 RW1634LB 10 TWA5LB 10 TWALB 20 Marana Regional Airport TWAAV 10 Page Municipal Airport TWAPM 40 ANW 01 ASR 06 TC08 01 ARTA02 01 ATAHOLD 01 ATERM 03 Thin Asphalt Overlay/PFC $2,666 R03 03a Thin Asphalt Overlay/PFC $62,997 2012 Lake Havasu City Airport Laughlin/Bullhead International Airport Phoenix Deer Valley Airport Phoenix Goodyear Airport Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs $86,341 $362,738 $7,883 $65,753 $599,643 $16,127 $109,469 $122,982 $18,428 $49,268 $32,563 D-13 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Phoenix Goodyear Airport Branch R03 Section Thin Asphalt Overlay/PFC $20,059 05a Thin Asphalt Overlay/PFC $57,168 05c Thin Asphalt Overlay/PFC $57,168 11a 11c TA2 01 RW12C30CWG 30 20 30 RW12R30LWG 40 50 PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs Thin Asphalt Overlay/PFC PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs TWGWG 80 Sedona Airport TWASD 10 Thin Asphalt Overlay/PFC Springerville Municipal Airport TH01SP 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat TWBSP 10 Thin Asphalt Overlay/PFC RW321TA 10 TH01TA 20 A01WN 20 APAPPYYM 10 Taylor Airport Winslow-Lindbergh Regional Airport Yuma MCAS/Yuma International Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2012: Benson Municipal Airport Estimated Cost 04c 11b Phoenix-Mesa Gateway 2012 Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $44,626 $44,626 $44,626 $5,703 $237,437 $542,676 $74,980 $97,858 $151,366 $4,070 $319,018 $2,228 $146,237 $175,910 $4,265 $29,316 $41,912 $7,992,223 $1,998 A01BN 30 A01BD 40 Bisbee Municipal Airport A01BM 10 Thin Asphalt Overlay/PFC $133,697 Buckeye Municipal Airport TWABK 10 Thin Asphalt Overlay/PFC $516,152 Bisbee Douglas 2013 International Airport D-14 $59,777 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section A01CG 10 Mill and Replace PFC $468,741 RW4L22RCH 10 Thin Asphalt Overlay/PFC $403,472 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 Ernest A. Love Field Airport RW1230PR 10 Thin Asphalt Overlay/PFC $392,613 TWCPR 10 Thin Asphalt Overlay/PFC $916,645 Casa Grande Municipal Airport Chandler Municipal Airport Cochise County Airport 20 A02MF 40 Falcon Field Airport Gila Bend Municipal Airport Grand Canyon National 2013 Park Airport Page Municipal Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $147,383 $5,162 RW4R22LMF 10 TWDMF 10 A01GB 20 A02GC 10 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 TR02 01 TR03 01 TR04 01 TR05 01 TR06 01 ATERM 04 R03 01a Phoenix Deer Valley Airport Phoenix Goodyear Airport Applied Pavement Technology, Inc. Thin Asphalt Overlay/PFC Estimated Cost Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs $697,839 $150,165 $35,671 $26,407 $3,265 $4,256 $4,383 $2,623 $4,383 $4,203 $138,283 $48,681 D-15 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Phoenix Goodyear Airport Phoenix-Mesa Gateway Airport Ryan Field Airport 2013 Safford Regional Airport Branch Section R03 04a Thin Asphalt Overlay/PFC $20,861 R03 06a Thin Asphalt Overlay/PFC $83,323 R03 06c Thin Asphalt Overlay/PFC $83,323 R03 07c Thin Asphalt Overlay/PFC $17,573 TA2 2 PCC Joint Resealing and Spall Repairs $10,583 TA4 3 Mill and Replace PFC $2,944 TA7 1 Thin Asphalt Overlay/PFC $3,749 TA8 1 TWGWG 160 TWVWG 10 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 TWARY 10 RW1230SF 10 TH01SM 10 TWASM 10 A01SC 10 Mill and Replace PFC $2,653,317 A01SC 20 Mill and Replace PFC $591,661 RW321SC 10 A04SD 10 RW321SP 10 A01TA 10 Thin Asphalt Overlay/PFC $163,176 TWATA 10 Thin Asphalt Overlay/PFC $116,750 ADCCYM 10 PCC Joint Resealing and Spall Repairs San Manuel Airport Scottsdale Airport Sedona Airport Springerville Municipal Airport Taylor Airport Yuma MCAS/Yuma International Airport Treatment PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat PCC Joint Resealing and Spall Repairs Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2013: 2014 Bagdad Airport D-16 A01BG 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $13,597 $10,012 $35,757 $97,844 $217,428 $10,439 $23,533 $276,619 $2,886 $211,865 $55,327 $11,882,253 $18,307 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section RW523BG 10 Bagdad Airport 10 TWABG 20 10 A01BN 20 Benson Municipal Airport Bisbee Douglas International Airport TH01BN 10 TWABN 10 A01BD 30 RW1735BD 10 RW826BD 10 TWA3BD 10 RW1735BM 10 2014 Bisbee Municipal Airport 10 A01BK Buckeye Municipal Airport 20 RW1735BK 10 20 A01CG Casa Grande Municipal Airport Chandler Municipal Airport Applied Pavement Technology, Inc. 30 40 RW523CG 10 TH01CG 20 TWACG 10 A01CH 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $100,570 $2,945 $1,136 $51,526 $38,811 $27,442 $76,464 $15,273 $220,067 $104,612 $27,399 $162,111 $43,776 $44,794 $143,973 $81,910 $15,526 $120,705 $181,328 $28,030 $124,597 $314,695 D-17 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 20 A01CH Chandler Municipal Airport Cochise County Airport 2014 Colorado City Municipal Airport 40 RW4R22LCH 10 TH01CH 10 TWCCH 10 A01CO 30 RW321CO 10 TWACO 10 A01CL 10 RW1129CL 10 RW220CL 10 TWBCL RW1735CM Coolidge Municipal Airport RW523CM TH01CM Cottonwood Airport Douglas Municipal Airport Eloy Municipal Airport D-18 30 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10 Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10NS Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10 Asphalt Emulsion Seal Coat 10 Estimated Cost $45,212 $157,908 $90,254 $126,822 $176,558 $102,492 $11,615 $159,569 $40,759 $30,093 $176,283 $430,062 $57,640 $94,299 $143,973 $10,130 RW1432CT 10 Thin Asphalt Overlay/PFC $405,959 TWACT 10 Thin Asphalt Overlay/PFC $208,647 A02DM 10 Thin Asphalt Overlay/PFC $423,143 TWADM 10 A01EM 10 RW220EM 10 TWAEM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $83,315 $63,590 $103,630 $68,271 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Eric Marcus Municipal Airport Branch Section RW1230AJ 10 10 TWAAJ 20 Ernest A. Love Field Airport A02PR 10 ANORTHPR 10 ASOUTHPR 10 RW3L21RPR 10 TWAPR 10 TWFPR 10 TWKPR 10 10 A01MF 2014 20 Falcon Field Airport A02MF 10 TH01MF 30 TWEMF 20 10 RW321FG 20 10 Flagstaff Pulliam Airport TWAFG 20 30 Gila Bend Municipal Airport Applied Pavement Technology, Inc. TWWFG 20 RW422GB 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $79,171 $9,411 $5,974 $36,167 $608,021 $66,345 $101,384 $68,730 $18,570 $9,702 $87,182 $74,111 $563,216 $27,798 $60,402 $366,143 $94,151 $50,281 $192,433 $44,178 $31,195 $135,865 D-19 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Gila Bend Municipal Airport Glendale Municipal Airport Branch Section TWAGB 10 A01GL 10 RW119GL 10 TH01GL 20 TWAGL 10 10 Grand Canyon National Park Airport Greenlee County Airport 2014 H.A. Clark Memorial Field Airport A01GC 20 TWPGC 10 TWAGR 20 A01WI 10 10 A02WI 20 30 Holbrook Municipal Airport Kingman Airport A01HL 10 RW321HL 10 A01KG 45 RW321KG 10 TWAKG 10 A01LH 10 A02LH 10 RW1432LH 10 TH01LH 10 Lake Havasu City Airport D-20 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $104,613 $54,256 $249,666 $188,113 $146,269 $35,415 $325,492 $337,475 $36,730 $67,477 $43,248 $6,682 $1,201 $71,232 $176,302 $10,462 $357,303 $54,293 $313,113 $53,462 $280,168 $80,088 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section TH01LH 20 TWALH 10 ASOUTHLB 20 ATERMLB 20 TWALB 10 Lake Havasu City Airport Laughlin/Bullhead International Airport 10 A02AV 20 A03AV 10 A04AV 10 TH01AV 10 TH02AV 10 TWBAV 10 TWEAV 10 A01NG 10 HP01NG 10 RW321NG 10 TH01NG 10 TWANG 10 TWBNG 10 Marana Regional Airport 2014 Nogales International Airport 30 Page Municipal Airport A01PM 40 50 Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $12,649 $291,056 $583,944 $12,159 $231,321 $56,314 $60,147 $283,221 $21,280 $119,761 $169,327 $59,308 $59,260 $53,135 $2,232 $261,519 $6,277 $164,403 $3,172 $70,060 $61,079 $26,607 D-21 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section RW1533PM 20 RW725PM 10 10 Page Municipal Airport TH01PM 20 30 10 TWAPM 20 10 A01PY 20 Payson Airport A02PY 10 RW624PY 10 TH01PY 10 2014 01 02 03 ANE 04 05 Phoenix Deer Valley Airport 07 01 02 ASR 03 10 D-22 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Mill and Replace PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $23,538 $54,654 $20,021 $50,898 $19,383 $94,626 $12,155 $37,383 $57,476 $32,968 $880,132 $10,430 $140,138 $1,303 $137,058 $139,322 $333,770 $2,902 $8,984 $96,170 $313,098 $270,617 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 12 13 14 ASR 15 16 17 18 2014 Phoenix Deer Valley Airport ATA13HOLD 01 ATBHOLD 01 ATC01HOLD 01 01 ATC03HOLD 02 ATC11HOLD 01 ATC13HOLD 01 01 04 06 R07L 07 08 09 01 R07R 02 Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $14,479 $2,055 $1,092 $32,300 $208,452 $1,961 $3,008 $5,440 $5,440 $4,456 $832 $2,735 $3,369 $4,456 $18,760 $2,615 $10,461 $5,231 $2,615 $47,076 $31,384 $15,369 D-23 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 03 04 R07R 05 06 01 TA 03 09 TA03 02 TA05 05 01 TA09 2014 Phoenix Deer Valley Airport 02 TA10 01 TA11 04 TA13 01 TB 04 TB04 01 TB05 01 01 TC 02 D-24 TC01 01 TC02 01 TC03 01 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $118,561 $66,254 $23,040 $32,081 $6,338 $523 $20,694 $1,061 $1,111 $1,337 $1,139 $1,163 $543 $11,945 $2,092 $2,667 $2,549 $16,682 $1,289 $3,582 $3,956 $3,582 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 01 TC05 02 Phoenix Deer Valley Airport TC06 01 TC07 01 TC12 01 TC13 01 10 11 12 ATERM 13 17 2014 28 01 02 Phoenix Goodyear Airport ATHGR 03 04 02b 03b 03c R03 04b 05b 06b 07a Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Estimated Cost $298 $3,956 $5,457 $5,426 $3,956 $3,582 $84,748 $43,044 $860 $7,047 $3,615 $65,670 $32,274 $50,974 $1,088 $47,800 $12,827 $18,656 $68,137 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $16,930 Thin Asphalt Overlay/PFC $18,276 $5,940 $84,359 D-25 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 08a 08c 09a R03 09c 10a 10c 03 05 02a 02b 2014 Phoenix Goodyear Airport 02c TA 04a 04b 04c 06a 06c 02 04 TA3 05 07 D-26 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $14,210 $14,210 $7,672 $7,672 $436 $436 $13,077 $4,413 $3,306 $7,642 $3,332 $26,878 $68,825 $30,485 $8,692 $9,939 $4,298 $698 $2,548 $698 TA4 02 Thin Asphalt Overlay/PFC $7,871 TA5 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $2,229 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 01 TA6 03 Phoenix Goodyear Airport 03 TA7 Phoenix-Mesa Gateway Airport 04 RW12C30CWG 20 THNORTHWG 10 20 TWKWG 30 APARKRY 10 AWINGRY 20 10 2014 Ryan Field Airport TWBRY 20 TWERY 10 TWTTRY 10 A01SF 10 HP01SF 20 TH01SF 10 TWASF 10 TWESF 10 RW1129SM 10 A01SC 30 TWBSC 10 TWCSC 10 Safford Regional Airport San Manuel Airport Scottsdale Airport Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Estimated Cost $2,229 $1,223 $7,533 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $100,497 Thin Asphalt Overlay/PFC $568,144 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC $598 $298,163 $46,866 $8,034 $16,534 $46,049 $68,278 $106,720 $29,695 $40,615 $8,237 $19,444 $81,526 $42,626 $405,004 $138,857 $168,429 $40,604 D-27 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Sedona Airport Seligman Airport 2014 Show Low Regional Airport Branch Section A01SD 20 A02SD 20 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 TWBSD 10 A01SG 10 RW422SG 10 A01SL 10 A02SL 10 A03SL 10 HP01SL 10 RW321SL 10 20 TH01SL 40 10 TWA4SL 20 TWASL 10 TWDSL 10 10 Sierra Vista Municipal Airport-Libby AAF A01SV 40 TWGSV D-28 30 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $20,008 $20,562 $8,186 $29,682 $458,495 $56,763 $119,269 $39,815 $7,864 $85,970 $26,771 $23,879 $13,147 $8,940 $155,482 $3,667 $117,610 $35,237 $6,277 $73,001 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 10 A01SP 20 Springerville Municipal Airport St. Johns Industrial Air Park A02SP 10 RW1129SP 10 TWASP 10 RW321SJ 10 TH01SJ 10 TWBSJ 10 TH01TA 10 TWATA 20 RW624TS 10 TWATS 10 A01WK 10 RW523WK 10 TH01WK 10 TWAWK 10 A02WN 10 RW422WN 10 TWAWN 10 A01YM 10 A02YM 20 ADCCYM 60 Taylor Airport 2014 Tombstone Municipal Airport Wickenburg Municipal Airport Winslow-Lindbergh Regional Airport Yuma MCAS/Yuma International Airport Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $23,836 $86,387 $14,340 $97,677 $114,025 $69,953 $6,158 $50,204 $11,489 $72,334 $95,730 $12,089 $79,901 $159,533 $29,146 $96,111 $49,414 $389,589 $119,926 $43,580 $133,282 $24,424 D-29 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Yuma MCAS/Yuma 2014 International Airport Branch Section TH02YM 10 TWF3YM 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2014: Benson Municipal Airport $67,327 $23,564,775 10 A02CG 10 TH01CG 10 Chandler Municipal Airport TWACH 10 Cochise County Airport TH01CO 10 TH01CM 20 TWACM 10 A01CT 20 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 TWDPR 10 Thin Asphalt Overlay/PFC $1,285,332 A02MF 30 RW4L22RMF 10 Coolidge Municipal Airport Cottonwood Airport 2015 $47,253 RW1028BN Casa Grande Municipal Airport Ernest A. Love Field Airport Falcon Field Airport 20 TH01MF 40 Gila Bend Municipal Airport Glendale Municipal Airport Grand Canyon National Park Airport Greenlee County Airport H.A. Clark Memorial Field Airport D-30 Thin Asphalt Overlay/PFC Estimated Cost Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $418,223 $21,045 $46,057 $229,805 $4,209 $17,052 $75,180 $72,599 $27,229 $121,448 $203,425 $22,976 A01GB 10 Thin Asphalt Overlay/PFC $168,703 TH01GL 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $167,443 RW321GC 10 Thin Asphalt Overlay/PFC $1,787,930 RW725GR 10 Thin Asphalt Overlay/PFC $594,783 TWAWI 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $129,686 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section Holbrook Municipal Airport A02HL 10 TWBHL 10 Kearny Airport A01KE 10 10 A01KG 15 Kingman Airport 20 Treatment Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $38,239 $15,247 $17,692 $345,740 $54,874 $81,242 TH01KG 10 A01LH 20 ASOUTHLB 10 ATERMLB 40 RW1634LB 10 TWA4LB 10 TWA5LB 10 TWALB 20 RW1230AV 10 Thin Asphalt Overlay/PFC $938,942 TH01AV 20 Mill and Replace PFC $520,410 TWAAV 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $184,681 TWCAV 10 Mill and Replace PFC $259,567 A01PM 10 Thin Asphalt Overlay/PFC $285,274 TWAPM 40 ANW 01 ASR 06 TC 03 Thin Asphalt Overlay/PFC TC08 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Lake Havasu City Airport Laughlin/Bullhead 2015 International Airport Marana Regional Airport Page Municipal Airport Phoenix Deer Valley Airport Applied Pavement Technology, Inc. Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $50,426 $100,509 $95,197 $186,893 $408,031 $4,827 $8,867 $73,963 $18,141 $123,137 $138,338 $287,955 $5,676 D-31 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section ATERM 03 03a 04c Phoenix Goodyear Airport R03 05a 05c Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $821 $19,402 $6,178 $17,607 $17,607 $1,756 TA2 01 TA3 03 Mill and Replace PFC 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 TWASD 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $98,253 TWASG 10 Thin Asphalt Overlay/PFC $275,990 TH01SP 10 TWBSP 10 RW321TA 10 TH01TA 20 A01WN 20 APAPPYYM 10 2015 Sedona Airport Seligman Airport Springerville Municipal Airport Taylor Airport Winslow-Lindbergh Regional Airport Yuma MCAS/Yuma International Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2015: Benson Municipal Airport A01BN 30 Bisbee Douglas International Airport A01BD 40 A01BM 10 Buckeye Municipal Airport TWABK 10 Casa Grande Municipal Airport A01CG 10 2016 Bisbee Municipal Airport D-32 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,427 $2,506 $45,039 $197,874 $4,797 $32,976 $47,145 $11,608,299 $2,248 $67,241 $41,177 $158,967 $84,496 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Chandler Municipal Airport Branch Section RW4L22RCH 10 A01CO 20 RW523CM 10C RW1230PR 10 TWCPR 10 Cochise County Airport Coolidge Municipal Airport Ernest A. Love Field Airport 20 A02MF Falcon Field Airport 40 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $124,263 $46,197 $155,721 $120,919 $282,313 $165,786 $5,806 TWDMF 10 TWWFG 10 Mill and Replace PFC A02GC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $29,704 RW1836WI 10 Thin Asphalt Overlay/PFC $902,272 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 TWAPY 10 Mill and Replace PFC $634,613 ANE 06 ATAHOLD 01 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 TR02 01 TR03 01 Flagstaff Pulliam Airport Grand Canyon National Park Airport H.A. Clark Memorial Field Airport 2016 Holbrook Municipal Airport Payson Airport Phoenix Deer Valley Airport Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $168,915 $486,556 $3,131 $5,872 $3,672 $4,787 $4,931 D-33 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Phoenix Deer Valley Airport Branch Section TR04 01 TR05 01 TR06 01 Thin Asphalt Overlay/PFC $50,634 06a Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $6,425 $25,662 $25,662 $5,412 TA4 03 TA5 03 Mill and Replace PFC $8,162 01 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $1,154 02 Thin Asphalt Overlay/PFC $3,364 TA7 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat RW1533RY 10 RW6L24RRY 10 RW6R24LRY 10 TWARY 10 RW1230SF 10 RW826SF 10 Mill and Replace PFC TH01SF 20 Thin Asphalt Overlay/PFC Ryan Field Airport 10 TH01SM San Manuel Airport D-34 $4,728 02c 07c Scottsdale Airport $4,931 $50,672 06c Safford Regional Airport $2,950 Thin Asphalt Overlay/PFC Phoenix Goodyear Airport 2016 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost 02a 04a R03 Treatment 20 TWASM 10 A01SC 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $531 $113,127 $135,767 $152,899 $110,061 $244,577 $781,004 $41,514 $11,743 $9,339 $26,472 $478,294 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section A01SC 20 RW321SC 10 A02SD 10 RW321SP 10 A01TA 10 TWATA 10 Scottsdale Airport Sedona Airport 2016 Springerville Municipal Airport Taylor Airport Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Mill and Replace PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2016: A01BG 10 RW523BG 10 Bagdad Airport 10 TWABG 20 10 A01BN 20 Benson Municipal Airport TH01BN 10 TWABN 10 A01BD 30 RW1735BD 10 RW826BD 10 TWA3BD 10 TWA4BD 10 RW1735BM 10 2017 Bisbee Douglas International Airport Bisbee Municipal Airport 10 Buckeye Municipal Airport A01BK 20 Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $106,654 $311,159 $594,299 $238,319 $50,256 $35,957 $8,987,088 $20,593 $113,128 $3,313 $1,278 $57,959 $43,657 $30,868 $86,012 $17,181 $247,546 $117,675 $30,820 $162,403 $182,353 $49,242 $50,387 D-35 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section Buckeye Municipal Airport RW1735BK 10 20 A01CG Casa Grande Municipal Airport 30 40 RW523CG 10 TH01CG 20 TWACG 10 10 20 A01CH 30 2017 Chandler Municipal Airport Cochise County Airport Colorado City Municipal Airport D-36 40 HP02CH 20 RW4R22LCH 10 TH01CH 10 TWCCH 10 A01CO 30 RW321CO 10 TWACO 10 A01CL 10 RW1129CL 10 RW220CL 10 TWBCL 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $161,950 $92,138 $17,464 $135,777 $203,969 $31,530 $140,154 $353,989 $50,857 $177,625 $101,523 $424,619 $142,657 $198,604 $115,289 $13,066 $179,493 $45,848 $33,851 $198,295 $132,453 $64,837 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch RW1735CM Coolidge Municipal Airport RW523CM TH01CM RW1432CT Cottonwood Airport TWACT Douglas Municipal Airport Eloy Municipal Airport 2017 Eric Marcus Municipal Airport Section Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10NS Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10 Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10 Asphalt Emulsion Seal Coat Crack Seal and Rubberized 10 Asphalt Emulsion Seal Coat 10 A01DM 10 A02DM 10 TWADM 10 A01EM 10 RW220EM 10 TWAEM 10 RW1230AJ 10 10 TWAAJ 20 Ernest A. Love Field Airport Treatment Mill and Replace PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat A02PR 10 ANORTHPR 10 ASOUTHPR 10 RW3L21RPR 10 RW3R21LPR 10 Mill and Replace PFC TH02PR 10 Thin Asphalt Overlay/PFC TWAPR 10 TWFPR 10 TWKPR 10 Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $106,074 $161,950 $11,395 $125,029 $64,260 $353,302 $130,322 $93,718 $71,530 $116,570 $76,795 $89,056 $10,586 $6,720 $40,683 $187,262 $74,629 $114,043 $2,796,458 $701,027 $77,312 $20,889 $10,913 D-37 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 10 A01MF 20 Falcon Field Airport 10 Thin Asphalt Overlay/PFC $95,012 TH01MF 30 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $31,269 10 Mill and Replace PFC 20 20 10 Flagstaff Pulliam Airport TWAFG 20 30 2017 TWWFG 20 RW422GB 10 TWAGB 10 A01GL 10 RW119GL 10 TH01GL 20 TWAGL 10 10 Greenlee County Airport D-38 $83,365 A03MF 10 Grand Canyon National Park Airport $98,068 10 RW321FG Glendale Municipal Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost A02MF TWEMF Gila Bend Municipal Airport Treatment A01GC 20 TWPGC 10 TWAGR 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $633,541 $724,957 $67,944 $411,861 $105,907 $56,559 $216,461 $49,694 $35,091 $152,830 $117,675 $61,031 $280,840 $211,601 $164,532 $39,838 $366,134 $379,613 $41,317 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport H.A. Clark Memorial Field Airport Branch Section A01WI 10 10 A02WI 20 30 Holbrook Municipal Airport Kingman Airport 2017 A01HL 10 RW321HL 10 A01KG 45 RW321KG 10 TWAKG 10 A01LH 10 A02LH 10 20 Lake Havasu City Airport RW1432LH 10 10 TH01LH 20 Laughlin/Bullhead International Airport TWALH 10 ATERMLB 20 TWALB 10 10 A02AV 20 Marana Regional Airport Applied Pavement Technology, Inc. A03AV 10 A04AV 10 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $75,903 $48,648 $7,516 $1,351 $80,126 $198,316 $11,769 $401,917 $61,073 $352,210 $60,138 $73,600 $315,150 $90,088 $14,228 $327,398 $13,677 $260,205 $63,345 $67,657 $318,585 $23,937 D-39 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section TH01AV 10 TH02AV 10 TWBAV 10 TWEAV 10 A01NG 10 HP01NG 10 RW321NG 10 TH01NG 10 TWANG 10 TWBNG 10 Marana Regional Airport Nogales International Airport 30 2017 A01PM 40 50 RW1533PM 20 RW725PM 10 Page Municipal Airport 10 TH01PM 20 30 10 TWAPM 20 10 Payson Airport A01PY 20 D-40 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $134,714 $190,469 $66,713 $66,660 $59,769 $2,510 $294,173 $7,060 $184,931 $3,568 $78,808 $68,706 $29,930 $26,477 $61,478 $22,521 $57,254 $21,803 $106,441 $13,672 $42,051 $64,653 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Payson Airport Branch Section A02PY 10 RW624PY 10 TH01PY 10 01 02 03 ANE 04 05 07 01 02 2017 03 Phoenix Deer Valley Airport 10 12 ASR 13 14 15 16 17 18 ATA13HOLD 01 ATBHOLD 01 Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $37,084 $158,655 $11,733 $157,636 $1,466 $154,171 $156,718 $375,445 $3,264 $10,106 $108,179 $352,193 $304,408 $16,287 $2,312 $1,229 $36,333 $234,480 $2,206 $3,383 $6,119 $6,119 D-41 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section ATC01HOLD 01 01 ATC03HOLD 02 ATC11HOLD 01 ATC13HOLD 01 01 04 06 R07L 07 08 2017 09 Phoenix Deer Valley Airport 01 02 03 R07R 04 05 06 01 TA 03 09 D-42 TA03 02 TA05 05 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $5,013 $936 $3,076 $3,789 $5,013 $21,102 $2,942 $11,767 $5,884 $2,942 $52,954 $35,302 $17,288 $133,365 $74,527 $25,917 $36,087 $7,130 $588 $23,278 $1,194 $1,249 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 01 TA09 02 TA10 01 TA11 04 TA13 01 TB 04 TB04 01 TB05 01 01 Phoenix Deer Valley Airport TC 02 04 2017 TC01 01 TC02 01 TC03 01 01 TC05 02 TC06 01 TC07 01 TC12 01 TC13 01 10 Phoenix Goodyear Airport ATERM 11 Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $1,504 $1,281 $1,308 $611 $13,436 $2,353 $3,000 $2,867 $18,765 $1,450 $87,334 $4,030 $4,450 $4,030 $335 $4,450 $6,139 $6,103 $4,450 $4,030 $95,330 $48,419 D-43 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 12 13 ATERM 17 28 01 02 ATHGR 03 04 02b 03b 03c 2017 Phoenix Goodyear Airport 04b 05b 06b R03 07a 08a 08c 09a 09c 10a 10c TA D-44 03 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $967 $7,927 $4,066 $73,870 $36,303 $57,339 $1,224 $53,768 $14,429 $20,985 $20,985 $6,682 $19,044 $94,893 $5,629 $15,984 $15,984 $8,629 $8,629 $490 $490 $14,709 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section 05 02a 02b 02c TA 04a 04b 04c 06a 2017 Phoenix Goodyear Airport $4,964 $3,719 $8,596 $3,748 $30,234 $77,419 $34,292 $9,777 Mill and Replace PFC 06c Crack Seal and Rubberized Asphalt Emulsion Seal Coat $11,179 01 Thin Asphalt Overlay/PFC $11,087 04 TA3 05 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat 06 Thin Asphalt Overlay/PFC 07 Crack Seal and Rubberized Asphalt Emulsion Seal Coat 01 Thin Asphalt Overlay/PFC TA4 02 01 01 TA6 03 03 TA7 04 Applied Pavement Technology, Inc. Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost 06b 02 TA5 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $113,671 $4,834 $785 $2,867 $1,794 $785 $3,428 $2,424 $2,507 $2,507 $1,376 $2,320 $672 D-45 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Phoenix-Mesa Gateway Airport Branch Section RW12C30CWG 20 THNORTHWG 10 20 TWKWG 30 Pinal Airpark TWAPA 10 APARKRY 10 AWINGRY 20 10 Ryan Field Airport 2017 Safford Regional Airport San Manuel Airport Scottsdale Airport Sedona Airport D-46 TWBRY 20 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Estimated Cost $335,392 $52,718 $9,037 $18,598 $671,556 $113,045 $51,798 $76,804 $120,045 TWDRY 10 TWERY 10 TWTTRY 10 A01SF 10 HP01SF 20 TH01SF 10 TWASF 10 TWESF 10 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 TWBSC 10 TWCSC 10 A01SD 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $117,436 $33,403 $45,687 $174,980 $9,265 $21,871 $91,706 $47,949 $1,373,009 $189,460 $12,505 $22,506 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Sedona Airport Branch Section A02SD 20 A03SD 10 RW321SD 10 TH01SD 10 TWBSD 10 A01SG 10 RW422SG 10 A01SL 10 A02SL 10 A03SL 10 HP01SL 10 RW321SL 10 RW624SL 10 Thin Asphalt Overlay/PFC 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $30,114 30 Thin Asphalt Overlay/PFC $24,180 Seligman Airport 2017 Show Low Regional Airport TH01SL 40 10 TWA4SL 20 TWASL 10 TWDSL 10 10 Sierra Vista Municipal Airport-Libby AAF A01SV 30 40 Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $23,129 $11,524 $201,224 $31,723 $9,208 $33,388 $141,210 $63,851 $134,161 $44,786 $2,422 $96,705 $1,032,107 $26,861 $14,788 $10,056 $174,896 $4,125 $132,296 $39,637 $7,060 D-47 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section Sierra Vista Municipal Airport-Libby AAF TWGSV 10 10 A01SP 20 Springerville Municipal Airport St. Johns Industrial Air Park A02SP 10 RW1129SP 10 TWASP 10 RW321SJ 10 TH01SJ 10 TWBSJ 10 TH01TA 10 TWATA 20 RW624TS 10 TWATS 10 A01WK 10 RW523WK 10 TH01WK 10 TWAWK 10 A02WN 10 RW422WN 10 TWAWN 10 A01YM 10 A02YM 20 Taylor Airport 2017 Tombstone Municipal Airport Wickenburg Municipal Airport Winslow-Lindbergh Regional Airport Yuma MCAS/Yuma International Airport D-48 Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $82,116 $26,812 $97,174 $16,130 $109,873 $128,262 $78,687 $6,927 $56,472 $12,923 $81,366 $107,683 $13,598 $89,878 $179,453 $32,785 $108,112 $55,584 $438,235 $134,900 $49,021 $149,924 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year 2017 Project Airport Yuma MCAS/Yuma International Airport Branch Section Treatment ADCCYM 60 Crack Seal and Rubberized Asphalt Emulsion Seal Coat TH01YM 10 Mill and Replace PFC TH02YM 10 TWF3YM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Total Estimated Cost for 2017: Benson Municipal Airport RW1028BN 10 A02CG 10 TH01CG 10 Chandler Municipal Airport TWACH 10 Cochise County Airport TH01CO 10 TH01CM 20 TWACM 10 Casa Grande Municipal Airport Coolidge Municipal Airport 10 Cottonwood Airport A01CT 20 2018 Ernest A. Love Field Airport Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $27,474 $189,096 $53,154 $75,733 $30,885,891 $128,807 $23,672 $51,808 $258,499 $4,735 $19,181 $84,567 $105,188 $81,664 $12,994 A04PR 10 ASOUTHPR 20 TH01PR 10 TWDPR 10 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 TH01MF 20 Crack Seal and Rubberized Asphalt Emulsion Seal Coat $228,826 Falcon Field Airport Applied Pavement Technology, Inc. $130,735 $47,081 $395,863 D-49 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Falcon Field Airport Gila Bend Municipal Airport Glendale Municipal Airport Grand Canyon National Park Airport Greenlee County Airport H.A. Clark Memorial Field Airport Holbrook Municipal Airport Kearny Airport Branch Section TH01MF 40 A01GB 10 TH01GL 10 RW321GC 10 RW725GR 10 TWAGR 10 TWAWI 10 A02HL 10 TWBHL 10 A01KE 10 10 2018 A01KG 15 Kingman Airport 20 Lake Havasu City Airport TH01KG 10 A01LH 20 10 ASOUTHLB 20 Laughlin/Bullhead International Airport D-50 ATERMLB 40 RW1634LB 10 TWA4LB 10 TWA5LB 10 TWALB 20 Treatment Estimated Cost Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $188,351 Thin Asphalt Overlay/PFC $159,611 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat $25,845 $51,958 $550,656 $183,185 $145,879 $11,777 $17,151 $19,901 $388,911 $61,726 $91,386 $56,722 $113,059 $107,084 $187,040 $57,560 $458,979 $5,430 $9,974 $83,199 Applied Pavement Technology, Inc. 2010 Arizona APMS Update Statewide Summary Report Appendix D Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Branch Section RW1230AV 10 TH01AV 20 TWAAV 10 TWCAV 10 A01PM 10 TWAPM 40 ANW 01 ASR 06 TC 03 TC08 01 ATERM 03 Marana Regional Airport Page Municipal Airport Phoenix Deer Valley Airport 2018 03a 04c R03 Phoenix Goodyear Airport 05a 05c TA2 01 TA3 03 Ryan Field Airport TWDRY 20 Safford Regional Airport TWCSF 10 A01SD 10 TWASD 10 TWASG 10 Sedona Airport Seligman Airport Applied Pavement Technology, Inc. Treatment Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Estimated Cost $289,181 $93,810 $207,741 $46,790 $87,860 $20,406 $138,513 $155,612 $88,686 $6,384 $924 $21,825 $6,949 $19,805 $19,805 $1,976 $1,159 $68,088 $86,642 $56,648 $110,521 $85,001 D-51 Appendix D 2010 Arizona APMS Update Statewide Summary Report Table D-1. APPP under unlimited annual budget (2011-2018)1 (continued). Year Project Airport Springerville Municipal Airport St. Johns Industrial Air Park 2018 Branch Section TH01SP 10 TWBSP 10 RW1432SJ 10 RW321TA 10 TH01TA 20 A01WN 20 APAPPYYM 10 Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Thin Asphalt Overlay/PFC Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Crack Seal and Rubberized Asphalt Emulsion Seal Coat Taylor Airport Winslow-Lindbergh Regional Airport Yuma MCAS/Yuma International Airport 1 Treatment Estimated Cost $2,819 $50,663 $595,040 $222,582 $5,396 $37,094 $53,032 Total Estimated Cost for 2018: $7,529,660 Total Estimated Cost: $141,523,904 Tucson International Airport was not included in this analysis. D-52 Applied Pavement Technology, Inc.