This thirteenth variation of the AASHTO Provisional criteria includes a whole set of forty-one provisional fabrics requirements and attempt tools. All Provisional criteria are authorized for e-book by means of the AASHTO road Subcommittee on fabrics. Provisional criteria are criteria which were followed by way of the road Subcommittee on fabrics on a short lived 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 regular right into a complete regular. The Subcommittee, to date, has switched over fifty eight Provisional criteria into complete criteria. those criteria at the moment are on a regular basis released within the AASHTO normal requisites for Transportation fabrics and strategies of Sampling and checking out.
Content:
entrance subject
• desk of Contents
•Aggregates MP 16-07 - Reclaimed Concrete mixture to be used as Coarse combination in Hydraulic Cement Concrete
TP 77-09 - particular Gravity and Absorption of mixture by means of Volumetric Immersion procedure
•Bituminous fabrics MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in scorching combine Asphalt (HMA)
PP 53-09 - layout issues while utilizing Reclaimed Asphalt Shingles (RAS) in New scorching combine Asphalt (HMA)
PP 60-09 - coaching of Cylindrical functionality attempt Specimens utilizing the Superpave Gyratory Compactor (SGC)
PP 61-09 - constructing Dynamic Modulus grasp Curves for warm combine Asphalt (HMA) utilizing the Asphalt mix functionality Tester (AMPT)
PP 62-09 - constructing Dynamic Modulus grasp Curves for decent combine Asphalt (HMA)
TP 62-07 - making a choice on Dynamic Modulus of sizzling combine Asphalt (HMA)
TP 63-09 - choosing Rutting Susceptibility of sizzling combine Asphalt (HMA) utilizing the Asphalt Pavement Analyzer (APA)
TP 68-04 - Density of In-Place sizzling combine Asphalt (HMA) Pavement via digital floor touch units
TP 70-09 - a number of tension Creep restoration (MSCR) try out of Asphalt Binder utilizing a Dynamic Shear Rheometer (DSR)
TP 71-09 - overview of Superpave Gyratory Compactor (SGC) inner perspective of Gyration utilizing Simulated Loading
TP 72-08 - Quantitative selection of the proportion of Lime in scorching combine Asphalt (HMA)
TP 78-09 - Detecting the Presence of Phosphorous in Asphalt Binder
TP 79-09 - making a choice on the Dynamic Modulus and movement quantity for warm 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 typhoon 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 - settling 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 via the quick Migration strategy
TP 73-09 - droop stream 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 by means of 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 simple 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 attempt 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 journey caliber while 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) technique
•Quality insurance PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - setting up specifications for and acting apparatus Calibrations, Standardizations, and tests
•Soils MP 9-06 - Compost for Erosion/Sediment keep an eye on (Filter Berms and clear 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

Example text

Specific guidance includes design considerations, how to determine the shingle aggregate gradation, how to determine the performance grade (PG) and percentage of the virgin asphalt binder, and how to estimate the contribution of the shingle asphalt binder to the final blended binder. Note l-Refer to MP 15 for information specifying the use of RAS in HMA. Additionally, refer to the White Paper for Recycled Asphalt Shingle as an Additive in Hot-MixAsphalt for more details concerning the origins and development of this recommended practice.

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. This procedure can be accomplished by constructing a blending chart and plotting the critical temperature of the shingle asphalt binder for 100 percent shingle asphalt binder and the value of Pb,fon the chart abscissa to determine the critical temperatures of virgin asphalt binder that must be used in the new HMA.

Assemble a summary table of the Gmbdata where each column contains data for a specific slice and each row contains the data from a specific core. 5. 1) (XZ. 2) where: 7 = the mean of the G m b of the three slices; .? = y, = the variance of the Gmb of the slices; and the measured G m b of each slice. 6. Statistical Comparison of Means-Compare the mean G m b of the top and bottom slices to the middle slice using the hypothesis tests described below. In the descriptions below, the subscripts t, m, and b refer to the top, middle, and bottom slices, respectively.

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