This thirteenth variation of the AASHTO Provisional criteria incorporates a whole set of forty-one provisional fabrics requirements and attempt equipment. All Provisional criteria are authorized for e-book via the AASHTO road Subcommittee on fabrics. Provisional criteria are criteria that have been followed through 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 through the eight-year interval, the Subcommittee can poll to transform a Provisional typical right into a complete common. 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 requisites for Transportation fabrics and techniques of Sampling and trying out.
desk of Contents
Aggregates MP 16-07 - Reclaimed Concrete combination to be used as Coarse combination in Hydraulic Cement Concrete
TP 77-09 - particular Gravity and Absorption of combination by way of 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 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 warm 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 - picking out 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) attempt 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 selection of the share of Lime in scorching combine Asphalt (HMA)
TP 78-09 - Detecting the Presence of Phosphorous in Asphalt Binder
TP 79-09 - selecting the Dynamic Modulus and move 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 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 - settling on Air content material of Hardened Portland Cement Concrete through High-Pressure Air Meter
TP 64-03 - Predicting Chloride Penetration of Hydraulic Cement Concrete by means of the speedy Migration method
TP 73-09 - hunch movement 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 through 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 turbines
PP 55-06 - Overcoating box try out software for comparing protecting Coatings on current Bridges or Salvaged Beams
Pavement buildings MP 11-08 - Inertial Profiler
MP 14-08 - Smoothness of Pavement in Weigh-in-Motion (WIM) platforms
MP 17-08 - Pavement trip caliber while 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 - size 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 specifications for and appearing apparatus Calibrations, Standardizations, and exams
Soils MP 9-06 - Compost for Erosion/Sediment regulate (Filter Berms and filter 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
10. 1 Unique test specimen identification number. 3 Type of conditioning used. 4 Gmmfor the conditioned specimens. 5 SGC specimen target height (optional). 6 SGC specimen Gmb(optional). 7 SGC specimen air void content (optional). 8 Test specimen average height. 9 Test specimen average diameter. 11 Test specimen air void content. 12 Test specimen end flatness for each end. TS-2d Gmb. 13 Test specimen end perpendicularity for each end. 14 Remarks concerning deviations from this standard practice.
1 mm. Calculate the average and the standard deviation of the six measurements. 5 mm. Reject specimens not meeting the average and standard deviation requirements listed in Table 1 . 1 mm, shall be used in all material property calculations. 2 Measure the height of the test specimen in accordance with ASTM D 3549. Reject specimens with an average height outside the height tolerance listed in Table 1 . Record the average height. 3 Using a straightedge and feeler gauges, measure the flatness of each end.
2. 1. Three test specimens are prepared as described in this standard practice from SGC specimens produced with the same mass and compacted to the same height. 2. The test specimens are cut into three slices of equal thickness and the determined. 3. A statistical hypothesis test is conducted to determine the significance of the difference in the mean Gmbof the top and bottom slices relative to the middle third. 3. 1. 5 percent. 0 percent. 2. Label the top, middle, and bottom third of each specimen; then saw the specimens into three slices of equal thickness.
AASHTO Provisional Standards, 2009 Edition