Download 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 encompasses a entire set of forty-one provisional fabrics requirements and try out equipment. All Provisional criteria are authorized for book via the AASHTO road 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 prior to now 8 years is integrated. At any time through the eight-year interval, the Subcommittee can poll to transform a Provisional regular right into a complete average. The Subcommittee, up to now, has switched over fifty eight Provisional criteria into complete criteria. those criteria are actually usually released within the AASHTO general necessities for Transportation fabrics and strategies 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 combination through Volumetric Immersion strategy
•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 - education of Cylindrical functionality try Specimens utilizing the Superpave Gyratory Compactor (SGC)
PP 61-09 - constructing Dynamic Modulus grasp Curves for warm 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 - identifying Dynamic Modulus of sizzling combine Asphalt (HMA)
TP 63-09 - choosing 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 pressure Creep restoration (MSCR) try of Asphalt Binder utilizing a Dynamic Shear Rheometer (DSR)
TP 71-09 - overview of Superpave Gyratory Compactor (SGC) inner attitude of Gyration utilizing Simulated Loading
TP 72-08 - Quantitative decision of the share 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 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 hurricane 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 - choosing 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 through the swift Migration technique
TP 73-09 - stoop 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 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 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 present 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) technique
•Quality coverage PP 56-06 - comparing the Engineering and Environmental Suitability of Recycled fabrics
PP 57-06 - developing specifications for and acting gear Calibrations, Standardizations, and assessments
•Soils MP 9-06 - Compost for Erosion/Sediment keep an eye on (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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Additional info for AASHTO Provisional Standards, 2009 Edition

Sample text

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. 1. Check the top slice relative to the middle slice. Null Hypothesis The mean Gmb of the top slice equals the mean Gmb of the 2 middle slice, p; = p m .

15”K) is used as the reference temperature. 1, into Equation 3. 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.

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.

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AASHTO Provisional Standards, 2009 Edition

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