This thirteenth version of the AASHTO Provisional criteria includes a entire set of forty-one provisional fabrics standards and try tools. All Provisional criteria are authorized for e-book via the AASHTO road Subcommittee on fabrics. Provisional criteria are criteria which were followed by means of the street 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 in the past 8 years is incorporated. At any time throughout the eight-year interval, the Subcommittee can poll to transform a Provisional typical right into a complete usual. The Subcommittee, to date, 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 techniques of Sampling and checking out.
entrance subject
• 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 by way of 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 whilst utilizing Reclaimed Asphalt Shingles (RAS) in New scorching combine Asphalt (HMA)
PP 60-09 - instruction of Cylindrical functionality attempt Specimens utilizing the Superpave Gyratory Compactor (SGC)
PP 61-09 - constructing Dynamic Modulus grasp Curves for decent 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 - picking out Dynamic Modulus of scorching combine Asphalt (HMA)
TP 63-09 - opting for 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 pressure Creep restoration (MSCR) try of Asphalt Binder utilizing a Dynamic Shear Rheometer (DSR)
TP 71-09 - assessment of Superpave Gyratory Compactor (SGC) inner attitude of Gyration utilizing Simulated Loading
TP 72-08 - Quantitative choice of the share of Lime in sizzling 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 circulation quantity for warm 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 typhoon 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 - deciding on Air content material of Hardened Portland Cement Concrete via High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete through the quick Migration strategy
TP 73-09 - droop circulate of Self-Consolidating Concrete (SCC)
TP 74-09 - Passing skill of Self-Consolidating Concrete (SCC) through J-Ring
TP 75-08 - Air-Void features of Freshly combined Concrete by means 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 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 try 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) platforms
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) procedure
•Quality insurance PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - setting up necessities for and acting apparatus Calibrations, Standardizations, and exams
•Soils MP 9-06 - Compost for Erosion/Sediment keep watch over (Filter Berms and filter out Socks)
MP 10-03 - Compost for Erosion/Sediment keep an eye on (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

8 165( s ) (XZ. 4) where: where: yb = the computed mean for the bottom slices; ym = the computed mean for the middle slices; st = ’s, = the computed variance for the bottom slices; and the computed variance for the middle slices. 78 to conclude that Gmbof the bottom and middle third slices are equal. 4. 1. Significant differences in the Gmb of the top and bottom slices relative to the middle third indicate a systematic variation in density within the specimen. 2. 025 have performed satisfactorily in the dynamic modulus, flow number, flow time, and continuum damage fatigue tests.

100-R.. G- ' = "1 se where: G,, = the effective specific gravity of the shingle aggregate; G,,,,,, = the theoretical maximum specific gravity of the RAS; and Pb, = the percentage of shingle asphalt binder in the RAS by mass, percent. Note 3-The absorption of most shingle aggregate is so low that little difference exists between the bulk and apparent specific gravities. Therefore, the effective specific gravity of the shingle aggregate may be substituted for the bulk specific gravity in subsequent calculations.

2 The mass of HMA needed for each specimen will depend on the SGC specimen height, the Gmm of the aggregate, nominal maximum aggregate size, gradation (coarse or fme), and target air void content for the test specimens. Note 7-Appendix X1 describes a trial-and-error procedure developed in NCHRP 9-19 for determining the mass of HMA required to reach a specified test specimen target air void content for SGC specimens prepared to a height of 170 mm. 3 Perform conditioning for the test specimens and companion Gmmsample test in accordance with R 30.

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