This thirteenth version of the AASHTO Provisional criteria encompasses a entire set of forty-one provisional fabrics requisites and attempt equipment. All Provisional criteria are authorized for book through the AASHTO road Subcommittee on fabrics. Provisional criteria are criteria which were followed by means of 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 the past 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, thus far, has switched over fifty eight Provisional criteria into complete criteria. those criteria are actually usually released within the AASHTO regular requirements for Transportation fabrics and techniques of Sampling and trying out.
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 via Volumetric Immersion technique
•Bituminous fabrics MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in sizzling combine Asphalt (HMA)
PP 53-09 - layout concerns while utilizing Reclaimed Asphalt Shingles (RAS) in New scorching combine Asphalt (HMA)
PP 60-09 - practise 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 - picking Dynamic Modulus of sizzling combine Asphalt (HMA)
TP 63-09 - settling on 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 by way of digital floor touch units
TP 70-09 - a number of tension Creep restoration (MSCR) attempt of Asphalt Binder utilizing a Dynamic Shear Rheometer (DSR)
TP 71-09 - review of Superpave Gyratory Compactor (SGC) inner attitude 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 - settling on the Dynamic Modulus and circulation quantity for decent combine Asphalt (HMA) utilizing the Asphalt blend 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 - opting for Air content material of Hardened Portland Cement Concrete by means of High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete by means of the swift Migration process
TP 73-09 - hunch move of Self-Consolidating Concrete (SCC)
TP 74-09 - Passing skill of Self-Consolidating Concrete (SCC) by way of J-Ring
TP 75-08 - Air-Void features of Freshly combined Concrete by way of Buoyancy switch
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 attempt software 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) platforms
MP 17-08 - Pavement journey caliber whilst Measured utilizing Inertial Profiling structures
PP 44-01 - Quantifying Cracks in Asphalt Pavement floor
PP 49-08 - Certification of Inertial Profiling structures
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) strategy
•Quality coverage PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - constructing requisites for and appearing gear Calibrations, Standardizations, and tests
•Soils MP 9-06 - Compost for Erosion/Sediment keep watch over (Filter Berms and filter out Socks)
MP 10-03 - Compost for Erosion/Sediment regulate (Compost Blankets)
PP 59-09 - Coal Combustion Fly Ash for Embankments

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Extra info for AASHTO Provisional Standards, 2009 Edition

Sample text

Calculate the average air void content of the two specimens, and designate this value as Va,. 4. 1. 1) vas where: Wt = Vat Va, = = the estimated mass of HMA required to produce a SGC specimen for a test specimen with a target air void content of Vat,g; the target air void content for the test specimen, % by volume; and the test specimen air void content produced with a gyratory mass of 6650 g, % by volume. 5. 4 and compacted to the standard height of 170 mm. 6. Determine the air void content of the third trial test specimen.

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. Four separate areas are addressed by this recommended practice, with each elaborating on and providing recommendations relative to the following: W Design Considerations When Using RAS in HMA W Determining the Shingle Aggregate Gradation and Specific Gravity W Estimating the Contribution of the Shingle Asphalt Binder to the Final Blended Binder in New HMA (Values of F ) W Determining the Performance Grade (PG) and Percentage of the Virgin Asphalt Binder in New HMA 4.

8. virgin asphalt binder-for the purpose of this specification, shall mean new performance-graded asphalt binder to be used in the new HMA. 9. final blended binder-for the purpose of this specification, shall mean the mixture of virgin asphalt binder and shingle asphalt binder. 10. virgin a g g r e g a t e f o r the purpose of this specification, shall mean coarse and fine aggregate introduced into new HMA that is exclusive of the shingle aggregate. 1 1. new HMA-for the purpose of this specification, shall mean HMA manufactured using aggregates, recycled asphalt pavement (if used), virgin asphalt binder, and reclaimed asphalt shingles.

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