Under contract HFR-PL-1(31)264, "Concrete Pavement Design and Rehabilitation," a comprehensive data base was created which contains pavement design and construction data, climatic information, traffic data, and condition data for 48 pavement sections. The data base includes projects from jointed concrete pavements (40 sections), prestressed concrete pavements (4 sections), continuousIy reinforced concrete pavements (2 sections), and 3-layer structural rehabilitation pavements (2 sections).

The Arizona Department of Transportation’s (ADOT’s) process for working with Local Public Agencies (LPAs) in the development and delivery of their transportation projects has evolved over the years. Recent changes in Arizona’s economy have reduced the distribution of state funds for local transportation projects, which has increased the demand for federal funding sources. In response to the anticipated increase in LPA projects desiring the use of federal funds and the continuing need to meet state and local transportation requirements, this updated manual highlights the steps necessary to capably deliver LPA projects in compliance with federal, state, and local requirements.

The ADOT Local Public Agency Projects Manual has been a collaborative effort among the various Divisions, Groups, and Sections within ADOT, as well as the Federal Highway Administration (FHWA) Arizona Division, with input from LPAs. ADOT would like to express sincere gratitude to Logan Simpson Design Inc. for successfully facilitating that effort and for their contribution to the production of this manual. Their hard work and in-depth coordination with ADOT and FHWA staff has been invaluable to the preparation of this manual.

The Department was established by the state legislature in July 1974 by combining the former Arizona Highway Department (originally established in 1927) and the Department of Aeronautics (originally established in 1962). The Department is not legally separate from the State of Arizona's primary government. The Department's mission is to provide a safe, efficient, cost-effective transportation system. The vision is the standard of excellence for transportation systems and services. This report includes all funds used to record the financial activity of the Department.

There are many factors that affect the durability of Portland cement concrete (PCC), including the mix design and the materials used, the quality of construction, and the environment. Durability is not an intrinsic property of the concrete, but instead is related to how the material interacts with the environment. Durability-related deterioration is referred to as materials-related distress (MRD). Common MRDs include those caused by physical processes, such as freezing and thawing, or chemical processes, such as alkali-silica reactivity (ASR) and sulfate attack. This research project was undertaken to determine whether concrete used in the ADOT system is experiencing, or is potentially susceptible to, ASR or sulfate attack, and if so, to what degree.

The deck of the Sunshine Bridge overpass, located westbound on Interstate 40 (I-40) near Winslow, Arizona, was replaced on August 24, 2005. The original deteriorated concrete deck was replaced using high performance concrete (HPC), reinforced with low-carbon, low-corrosion reinforcing steel. HPC is a new technology in Arizona. This report documents the first survey of the deck's condition and recommends that ADOT embark on a monitoring program to evaluate the performance of HPC. The ADOT monitoring program should consist of visual observation of the deck condition and concrete sampling and testing to measure and document HPC performance. The survey presented in this report was performed on December 18, 2007, which represents the first field survey since concrete deck placement. Visual observation and test results show the following: 1. The concrete has a very low chloride permeability. 2. The concrete has significantly slowed down and/or prevented chloride penetration through the bridge deck. 3. The average air-void parameters of HPC do not meet the industry standards for frost resistant concrete. 4. The deck surface appears to have minimal wear from snow removal equipment and shows no signs of concrete cracking. HPC appears to perform very well during the monitoring period despite the lower than recommended air void system. There were no signs of deterioration or adverse field conditions. It is recommended that bridge deck monitoring and concrete testing be done annually or biennially throughout the bridge's estimated 50-year service life to confirm long-term performance of HPC. It is also recommend that the next monitoring survey be initiated and conducted before the end of the year 2009.