This thirteenth variation of the AASHTO Provisional criteria includes a whole set of forty-one provisional fabrics requirements and try out equipment. All Provisional criteria are licensed for ebook by way of the AASHTO road Subcommittee on fabrics. Provisional criteria are criteria that have been followed through 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 in past times 8 years is integrated. At any time throughout the eight-year interval, the Subcommittee can poll to transform a Provisional typical right into a complete typical. The Subcommittee, up to now, has switched over fifty eight Provisional criteria into complete criteria. those criteria at the moment are frequently released within the AASHTO common standards for Transportation fabrics and techniques of Sampling and trying out.
desk of Contents
Aggregates MP 16-07 - Reclaimed Concrete mixture to be used as Coarse mixture in Hydraulic Cement Concrete
TP 77-09 - particular Gravity and Absorption of combination via Volumetric Immersion technique
Bituminous fabrics MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in scorching combine Asphalt (HMA)
PP 53-09 - layout concerns whilst utilizing Reclaimed Asphalt Shingles (RAS) in New sizzling combine Asphalt (HMA)
PP 60-09 - guidance 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 blend functionality Tester (AMPT)
PP 62-09 - constructing Dynamic Modulus grasp Curves for warm combine Asphalt (HMA)
TP 62-07 - opting for Dynamic Modulus of scorching combine Asphalt (HMA)
TP 63-09 - settling on 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 by way of digital floor touch units
TP 70-09 - a number of tension 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 choice of the proportion of Lime in scorching combine Asphalt (HMA)
TP 78-09 - Detecting the Presence of Phosphorous in Asphalt Binder
TP 79-09 - picking the Dynamic Modulus and stream quantity for decent combine Asphalt (HMA) utilizing the Asphalt combination functionality Tester (AMPT)
Box Culvert, Culvert Pipe, and Drain Tile PP 63-09 - Pipe Joint choice for road Culvert and hurricane Drains
Concrete PP 54-06 - fit Curing of Concrete attempt 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 via High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete by way of the speedy Migration method
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 via 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 undeniable 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 attempt application for comparing protecting Coatings on current Bridges or Salvaged Beams
Pavement constructions 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 - dimension of Tire/Pavement Noise utilizing the On-Board Sound depth (OBSI) approach
Quality insurance PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - setting up specifications for and appearing apparatus Calibrations, Standardizations, and exams
Soils MP 9-06 - Compost for Erosion/Sediment keep watch over (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 resources for AASHTO Provisional Standards, 2009 Edition
1 This practice covers the use of a Superpave gyratory compactor (SGC) to prepare 100-mm diameter by 150-mm tall cylindrical test specimens for use in a variety of axial compression and tension performance tests. 5 mm. 2 This standard may involve hazardous materials, operations,and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to establish appropriatesafety and health practices and determine the applicability of regulatory limitationsprior to use.
Additional guidance for handling fibers may be found in PP 53. 1 Approved in December 2005, this standard was first published in July 2006. Revised in 2009. TS-2d MP 15-4 AASHTO Standard Practice for Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in New Hot Mix Asphalt (HMA) AASHTO Designation: PP 53-09’ I9lb 1. 1. This recommended practice provides guidance for designing new hot mix asphalt (HMA) that incorporates reclaimed asphalt shingles (RAS). 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.
2 For dense- and gap-graded mixtures, determine the Gmb of the test specimen in accordance with T 166. Record the Gmbof the test specimen. Note 10-When wet-coring and sawing methods are used, measure the immersed mass, followed by the surface-dry mass followed by the dry mass, to minimize drying time and expedite the specimen fabrication process. 3 For open-graded mixtures, determine the Gmbof the test specimen in accordance with T 269. Record the Gmb of the test specimen. 4 Compute the air void content of the test specimen in accordance with T 269.
AASHTO Provisional Standards, 2009 Edition