Read e-book online AASHTO Provisional Standards, 2009 Edition PDF

ISBN-10: 1405187409

ISBN-13: 9781405187404

ISBN-10: 1615831207

ISBN-13: 9781615831203

This thirteenth version of the AASHTO Provisional criteria features a entire set of forty-one provisional fabrics requisites and try tools. All Provisional criteria are licensed for e-book through the AASHTO street Subcommittee on fabrics. Provisional criteria are criteria which were followed via 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 in past times 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 normal. The Subcommittee, to date, has switched over fifty eight Provisional criteria into complete criteria. those criteria at the moment are frequently released within the AASHTO commonplace standards for Transportation fabrics and techniques of Sampling and trying out.
Content:
entrance subject
• 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 combination through Volumetric Immersion approach
•Bituminous fabrics MP 15-09 - Use of Reclaimed Asphalt Shingles as an Additive in sizzling combine Asphalt (HMA)
PP 53-09 - layout issues while utilizing Reclaimed Asphalt Shingles (RAS) in New scorching combine Asphalt (HMA)
PP 60-09 - education of Cylindrical functionality try out 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 Dynamic Modulus of sizzling combine Asphalt (HMA)
TP 63-09 - picking out Rutting Susceptibility of sizzling combine Asphalt (HMA) utilizing the Asphalt Pavement Analyzer (APA)
TP 68-04 - Density of In-Place scorching combine Asphalt (HMA) Pavement through 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 - review of Superpave Gyratory Compactor (SGC) inner perspective of Gyration utilizing Simulated Loading
TP 72-08 - Quantitative choice of the share 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 move 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 road Culvert and typhoon Drains
•Concrete PP 54-06 - fit Curing of Concrete try Specimens
PP 58-08 - Static Segregation of Hardened Self-Consolidating Concrete (SCC) Cylinders
TP 59-00 - selecting 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 strategy
TP 73-09 - droop movement 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 way 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 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 turbines
PP 55-06 - Overcoating box try application for comparing protecting Coatings on latest 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 whilst Measured utilizing Inertial Profiling platforms
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 - dimension 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 - constructing requisites for and appearing gear Calibrations, Standardizations, and tests
•Soils MP 9-06 - Compost for Erosion/Sediment keep watch over (Filter Berms and clear 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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Additional resources for AASHTO Provisional Standards, 2009 Edition

Sample text

1 This practice presents methods for preparing 100-mm diameter by 150-mm tall cylindrical test specimens for use in a variety of axial compression and tension performance tests. 5. 1 This practice should be used to prepare specimens for TP 62 and TP 79. 2 This practice may also be used to prepare specimens for other tests requiring 100-mm diameter by 150-mm tall cylindrical test specimens. 6. 1 Superpave Gyratory Compactor-Meeting the requirements of T 3 12 and capable of preparing 150-mm diameter specimens that are a minimum of 170 mm tall.

2 Determine the four fitting parameters of Equation 3 (6, p, y, and AEa)using numerical optimization. The optimization can be performed using the “Solver” function in Microsoft Excel@. This calculation is performed by a spreadsheet to compute the sum of the squared errors between the logarithm of the average measured dynamic moduli at each temperature/frequency combination and the values predicted by Equation 3. The “Solver” function is used to minimize the sum of the squared errors by varying the fitting parameters in Equation 3.

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.

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