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Strategic highway research program

Jones, D. R., SHRP Materials Reference Library, Asphalt Cements A Concise Data Compilation, ASHRP-A-645, Strategic Highway Research Program, National Research Council, Washington, DC, 1993. [Pg.127]

Criteria relating LPR readings to deterioration rates similar to the ASTM C876 criteria for reference electrode potentials have been published (Broomfield et al., 1993). These show some comparability between different devices and will be discussed later under interpretation (Section 4.12.4). A set of conversion equations is provided in the final report of the Strategic Highway Research Program (SHRP) contract on corrosion rate measurement (Fliz et al., 1992). [Pg.74]

Alongi, A.A., Clemena, G.G. and Cady, P. (1993). Condition Evaluation of Concrete Bridges Relative to Reinforcement Corrosion, Volume 3 Method for Evaluating the Condition of Asphalt Covered Decks. SHRP-S-325 Strategic Highway Research Program, National Research Council Washington, DC. [Pg.98]

Pneumatic hammers are labour intensive but have low capital cost and are very versatile. They will cut behind the bars and get between them. Research by the Strategic Highway Research Program (SHRP) has shown that the contract terms for a repair job are a major influence upon the contractor s decision as to how concrete removal is done (Vorster, 1992). If concrete removal is in small areas, pneumatic hammers are more practical than the larger plant such as hydrojetting or milling equipment discussed later. If the area of concrete to be broken out undefined at the tender stage and the contractor is paid by the square metre (or cubic metre) there is less risk with a low capital cost approach like pneumatic hammers. [Pg.115]

Figure 6.3 Comparison of costs for concrete removal from Voster et al. (1992). Courtesy Transportation Research Board (Strategic Highway Research Program). Figure 6.3 Comparison of costs for concrete removal from Voster et al. (1992). Courtesy Transportation Research Board (Strategic Highway Research Program).
The very first trials of this system were based on a rapid treatment period of 12-24 hours. Trials were done in Ohio, United States, and lab tests in Kansas Department of Transportation in 1976 (Morrison et ah, 1976, Slater et al., 1976). However, a more fundamental study carried out by the Strategic Highway Research Program (SHRP) in 1987-1992 (Bennett et al., 1993a,b) showed dangers in applying more than 4 A-m of steel or concrete surface area. Current treatment times are now measured in weeks rather than days. [Pg.193]

Gannon E.J., Cady, P.D. and Weyers, R.E. (1993). Concrete bridge protection and rehabilitation chemical and physical techniques, price and cost information., Strategic highway research program, SHRP-S-664 National Research Council, Washington, DC. [Pg.226]

Purvis, R.L., Grabeg D.R., Cleai K.C. and Markow, M.J. (1992). A Literature Review of Time-Deterioration Prediction Techniques, Strategic Highway Research Program, National Research Council, SHRP-C/UFR-92-613. [Pg.242]

Annual Conference, National Cooperative Highway Research Program conducts corrosion and concrete repair related research, NCHRP and Strategic Highway Research Program (SHRP) reports available online or through website. Transportation Research Record annual pubUcation of selected conference papers... [Pg.269]

SHRP The Strategic Highway Research Program. A 150 million research effort that spent about 10 million on corrosion of reinforced concrete bridges suffering from chloride induced corrosion. SHRP produced about 40 reports covering assessment, repair and rehabilitation methodology. All reports can be downloaded from the www.trb.org website... [Pg.276]

The extensive Strategic Highways Research Program, completed in the United States in 1993, concluded in performance graded (PG) specifications for bitumens (asphalt binders) known as Superpave (superior performing pavements) specification. These specifications were first introduced by Asphalt Institute (Asphalt Institute SP-1) and soon became an AASHTO standard (AASHTO M 320) and ASTM standard (ASTM D 6373 2007). [Pg.106]

The test is usually conducted at 20°C. However, the test may be conducted at the effective test temperature for equivalent pavement fatigue damage using the equation developed during the Strategic Highway Research Program ... [Pg.388]

C-SHRP. 2002. Pavement Structural Design Practices across Canada. C-SHRP Technical Brief No. 23. Ottawa, Ontario Canadian Strategic Highway Research Program. [Pg.583]

Soxhlet process using n-pentane as an eluent for more than 48 hours. The sources and refinery processes of these asphalt samples are listed in Table I. All of the asphalt samples were obtained through the material bank of Strategic Highway Research Program (SHRP) which was operated by University of Texas, Austin. [Pg.25]

Stark, D.C. et al. (1993) Eliminating or minimizing alkali-silica reactivity. SHRP (Strategic Highway Research Program) C 343, National Research Coimcil,... [Pg.319]

Appendix B Strategic Highway Research Program published... [Pg.12]

Appendix C Strategic Highway Research Program unpublished reports on concrete and structures (concrete and the corrosion of steel in atmospherically exposed reinforced concrete bridge components suffering from chloride induced corrosion) 231... [Pg.12]


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See also in sourсe #XX -- [ Pg.238 ]




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