Get AASHTO Provisional Standards, 2009 Edition PDF
This thirteenth variation of the AASHTO Provisional criteria features a whole set of forty-one provisional fabrics requisites and try out equipment. All Provisional criteria are licensed for book by means of the AASHTO street Subcommittee on fabrics. Provisional criteria are criteria which were followed via the road Subcommittee on fabrics on a brief foundation for a greatest of 8 years. A chronology of the year-to-year prestige of the Provisional criteria prior to now 8 years is incorporated. At any time in the course of the eight-year interval, the Subcommittee can poll to transform a Provisional common right into a complete usual. The Subcommittee, thus far, has switched over fifty eight Provisional criteria into complete criteria. those criteria are actually usually released within the AASHTO ordinary necessities for Transportation fabrics and strategies of Sampling and trying out.
desk of Contents
Aggregates MP 16-07 - Reclaimed Concrete combination to be used as Coarse mixture in Hydraulic Cement Concrete
TP 77-09 - particular Gravity and Absorption of mixture via Volumetric Immersion approach
Bituminous fabrics MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in scorching combine Asphalt (HMA)
PP 53-09 - layout concerns while utilizing Reclaimed Asphalt Shingles (RAS) in New scorching combine Asphalt (HMA)
PP 60-09 - education of Cylindrical functionality try Specimens utilizing the Superpave Gyratory Compactor (SGC)
PP 61-09 - constructing Dynamic Modulus grasp Curves for decent combine Asphalt (HMA) utilizing the Asphalt combination functionality Tester (AMPT)
PP 62-09 - constructing Dynamic Modulus grasp Curves for decent combine Asphalt (HMA)
TP 62-07 - deciding upon Dynamic Modulus of scorching combine Asphalt (HMA)
TP 63-09 - picking out Rutting Susceptibility of scorching combine Asphalt (HMA) utilizing the Asphalt Pavement Analyzer (APA)
TP 68-04 - Density of In-Place scorching combine Asphalt (HMA) Pavement via digital floor touch units
TP 70-09 - a number of rigidity Creep restoration (MSCR) try of Asphalt Binder utilizing a Dynamic Shear Rheometer (DSR)
TP 71-09 - evaluate of Superpave Gyratory Compactor (SGC) inner perspective of Gyration utilizing Simulated Loading
TP 72-08 - Quantitative decision of the share of Lime in scorching combine Asphalt (HMA)
TP 78-09 - Detecting the Presence of Phosphorous in Asphalt Binder
TP 79-09 - deciding upon the Dynamic Modulus and circulate quantity for decent combine Asphalt (HMA) utilizing the Asphalt mix functionality Tester (AMPT)
Box Culvert, Culvert Pipe, and Drain Tile PP 63-09 - Pipe Joint choice for street Culvert and hurricane Drains
Concrete PP 54-06 - fit Curing of Concrete try out Specimens
PP 58-08 - Static Segregation of Hardened Self-Consolidating Concrete (SCC) Cylinders
TP 59-00 - deciding on Air content material of Hardened Portland Cement Concrete by way of High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete by way of the quick Migration approach
TP 73-09 - droop movement of Self-Consolidating Concrete (SCC)
TP 74-09 - Passing skill of Self-Consolidating Concrete (SCC) via J-Ring
TP 75-08 - Air-Void features of Freshly combined Concrete through Buoyancy swap
TP 80-09 - visible balance Index (VSI) of Self-Consolidating Concrete (SCC)
Metallic fabrics and Coatings for Bridges MP 12-04 - Detectable caution Surfaces
MP 13M/MP 13-04 - Stainless Clad Deformed and simple around metal Bars for Concrete Reinforcement
MP 18M/MP 18-09 - Uncoated, Corrosion-Resistant, Deformed and undeniable Alloy, Billet-Steel Bars for Concrete Reinforcement and Dowels
PP 45-07 - Qualification of Deformed and simple metal Bar generating generators
PP 55-06 - Overcoating box try out software for comparing protecting Coatings on present Bridges or Salvaged Beams
Pavement buildings MP 11-08 - Inertial Profiler
MP 14-08 - Smoothness of Pavement in Weigh-in-Motion (WIM) structures
MP 17-08 - Pavement trip caliber whilst Measured utilizing Inertial Profiling platforms
PP 44-01 - Quantifying Cracks in Asphalt Pavement floor
PP 49-08 - Certification of Inertial Profiling platforms
PP 50-07 - working Inertial Profilers and comparing Pavement Profiles
TP 76-09 - size of Tire/Pavement Noise utilizing the On-Board Sound depth (OBSI) process
Quality coverage PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - constructing specifications for and acting apparatus Calibrations, Standardizations, and exams
Soils MP 9-06 - Compost for Erosion/Sediment regulate (Filter Berms and filter out Socks)
MP 10-03 - Compost for Erosion/Sediment keep watch over (Compost Blankets)
PP 59-09 - Coal Combustion Fly Ash for Embankments
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Extra info for AASHTO Provisional Standards, 2009 Edition
1. Select the percentage of RAS (Psr)to be introduced into the new HMA. 2. Determine the percentage of shingle asphalt binder (Pbr)present in the RAS in accordance with T 164, T 170, or T 319. 3. 2) expressed as a decimal; and the percentage of final blended binder in the new HMA expressed as a decimal. 05. 15 = 23 percent of the final blended binder is contributed by RAS. Establish the required PG (or critical temperatures for the high, intermediate, and low properties) for the virgin asphalt binder in accordance with M 323.
2. 3. Other Reference: W WhitePaper for Recycled Asphalt Shingle as an Additive in Hot-MixAsphalt. University of New Hampshire, Recycled Materials Resource Center, Project 13: Development and Preparation of Specifications for Recycled Materials in Transportation Applications, 123 Nesmith Hall, Durham, NH, 2003. TS-2d PP 53-1 AASHTO 3. 1. Although RAS has been used as an additive in HMA in the United States for over 15 years, it remains a relatively new application. As a result, there are design considerations that are not generally known to the specification user.
5, and AEa = 200,000. 1 Compute the standard deviation of the logarithm of the average measured dynamic modulus values for each temperature/frequency combination. 2 Compute the standard error of estimate using Equation 7. 3 = the logarithm of the average measured dynamic modulus for each temperature/frequency combination.
AASHTO Provisional Standards, 2009 Edition