AASHTO T 324 Standard Method of Test for
AASHTO R 30 Standard Practice for Mixture Conditioning of Hot Mix Asphalt (HMA) Published by AASHTO on January 1, 2002 This standard practice describes procedures for mixture conditioning of compacted and uncompacted hot mix asphalt (HMA)ASTM D669015, Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements, ASTM International, West Conshohocken, PA, 2015, astmASTM D6690 15 Standard Specification for Joint AASHTO T 32419 describes a procedure for testing the rutting and moisturesusceptibility of hot mix asphalt (HMA) pavement samples in the Hamburg WheelTracking Device The method describes the testing of submerged, compacted HMA in a reciprocating rollingwheel deviceAASHTO T 32419 TechstreetAASHTO T 324, 2019 Edition, 2019 Standard Method of Test for Hamburg WheelTrack Testing of Compacted Asphalt Mixtures This test method describes a procedure for testing the rutting and moisturesusceptibility of asphalt mixture pavement samples in AASHTO T 324 : Standard Method of Test for 17112020 T 324 – Hamburg WheelTrack Testing of Compacted Hot Mix Asphalt (HMA) In the past few years, the HWTD test h as gained popularit y among many st ate hi ghway DOTs for us e in HMA moisture(PDF) Evaluation of AASHTO T 324 Hamburg
ASTM D6690 : Standard Specification for Joint
ASTM D6690, 2015 Edition, December 1, 2015 Standard Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements This specification covers joint and crack sealants of the hot applied type intended for use in sealing joints and cracks in Portland Cement Concrete and Asphaltic Concrete PavementsSPECIFICATION CONFORMANCE Asphalt Rubber Plus Type 2 meets requirements of state modified AASHTO M173 specifications and exceeds ASTM D6690 (AASHTO M324), Type I, “Joint and Crack Sealants, HotApplied, for Concrete and Asphalt Pavements, (formerly ASTM D1190, AASHTO M173) and Federal Specification SSS164PRODUCT DATA SHEET ASPHALT RUBBER PLUS TYPE 2AASHTO M 32412 [ Withdrawn ] Standard Practice for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements (ASTM D 669007) standard by American Association of State and Highway Transportation Officials, 2012 View all product detailsAASHTO M 32412 techstreet26 rijen ASTM D669O Type 1, AASHTO M173: 34244: High viscosity, non self leveling Hot Applied Sealant Products by Crafco C (ASTM) American Society for Testing Materials spec A ASTM D5078 B ASTM D6690 Type I (formerly ASTM D1190) C ASTM D6690 Type II (formerly ASTM D3405) D ASTM D6690 Type III (formerly ASTM D5551401C) E ASTM D6690 Tyler IV (formerly ASTM D3405low modulus) D (AASHTO) American Association of State Highway Transportation Officials specSchonack Understanding Crack Sealing Materials
(PDF) Evaluation of AASHTO T 324 Hamburg
17112020 T 324 – Hamburg WheelTrack Testing of Compacted Hot Mix Asphalt (HMA) In the past few years, the HWTD test h as gained popularit y among many ColJoint 6690 Type IV is a hotapplied, asphaltbased product which is designed to seal cracks and joints in Asphalt or Portland Cement Concrete pavements in cold to very cold climates requirements of ASTM D6690 (AASHTO M324), Type IV, “Joint and Crack Sealants, HotApplied, for Concrete andColJoint 6690 Type IV Colas SolutionsSPECIFICATION CONFORMANCE Asphalt Rubber Plus meets all requirements of ASTM D6690 (AASHTO M324), Type I, “Joint and Crack Sealants, HotApplied, for Concrete and Asphalt Pavements”, (formerly ASTM D1190, AASHTO M173) and Federal Specification SSS164 The specification for Asphalt Rubber Plus also includes additional compositional PRODUCT DATA SHEET ASPHALT RUBBER PLUSASTMD3405, ASTMD6690 Type II and III, AASHTOM301 Basic Uses: QPR 6690 is designed to seal expansion joints, longitudinal and transverse cracks, joints between concrete and asphalt shoulders, and random cracks in both asphalt and concrete pavements Composition: As supplied, QPR 6690 is supplied in solid blocks comprised ofHot Pour Crack Filler Quality Pavement Repair (QPR)C (ASTM) American Society for Testing Materials spec A ASTM D5078 B ASTM D6690 Type I (formerly ASTM D1190) C ASTM D6690 Type II (formerly ASTM D3405) D ASTM D6690 Type III (formerly ASTM D5551401C) E ASTM D6690 Tyler IV (formerly ASTM D3405low modulus) D (AASHTO) American Association of State Highway Transportation Officials specSchonack Understanding Crack Sealing Materials
AASHTO T32411 Road Surface Transport
AASHTO T32411 Free download as PDF File (pdf), Text File (txt) or read online for free normaASTM D 4402 The target compaction temperature is generally the midpoint of this range When using modified asphalts, the binder manufacturer's recommendation for compaction temperature should be considered INDOT requires that the mixture design compaction temperature be 300 ± 9°F (150 ± 9°F)STANDARD PRACTICE FOR MIXTURE CONDITIONING OF HOT SA 102 HV is a hot applied, single component, elastically modified composition of asphalt cement, virgin synthetic polymer, premium rubber, and other modifiers The sealant contains no solvent, is prereacted and conforms to the requirements of ASTM D6690 Type II, ASTM D3405, AASHTO M324 Type II and AASHTO Special Asphalt Products :: Crack Joint SealantsDetermining Dynamic modulus of Hot Mix Asphalt (HMA) AASHTO T 342 and AASHTO T378 Cylindrical 4"diameter specimens of compacted bituminous mixture are subjected to sinusoidal loading at different frequencies generally ranging from 01Hz to 25 Hz and at different temperatures ranging from 14 to 130 °F (10 °C to 544 °C)SuperPave Performancebased Testing for Find the most uptodate version of AASHTO T 340 at Engineering360 UNLIMITED FREE ACCESS TO THE WORLD'S BEST IDEAS SIGN UP TO SEE MORE First Name This method describes a procedure for testing the rutting susceptibility of hot mix asphalt (HMA) using the Asphalt Pavement Analyzer ASTM E1 Standard AASHTO T 340 Standard Method of Test for
6690 Type 1 Very Cold Cold Moderate Hot Very Hot Softening
ASTM D6690 Type 1 (supersedes ASTM D1190), AASHTO M324 Type 1 (supersedes AASHTO M173) Application Read and follow application instructions before use This product must be heated using indirect heating methods, either a double boiler or hot oil circulating kettle Equipment must have means of maintaining constant agitation to the materialSPECIFICATION CONFORMANCE Asphalt Rubber Plus meets all requirements of ASTM D6690 (AASHTO M324), Type I, “Joint and Crack Sealants, HotApplied, for Concrete and Asphalt Pavements”, (formerly ASTM D1190, AASHTO M173) and Federal Specification SSS164 The specification for Asphalt Rubber Plus also includes additional compositional PRODUCT DATA SHEET ASPHALT RUBBER PLUSASTMD3405, ASTMD6690 Type II and III, AASHTOM301 Basic Uses: QPR 6690 is designed to seal expansion joints, longitudinal and transverse cracks, joints between concrete and asphalt shoulders, and random cracks in both asphalt and concrete pavements Composition: As supplied, QPR 6690 is supplied in solid blocks comprised ofHot Pour Crack Filler Quality Pavement Repair (QPR)of Hot Mix Asphalt (HMA) AASHTO T 32417 Standard Method of Test for Hamburg WheelTrack Testing of Compacted Asphalt Mixtures AASHTO T 312 Standard Method of Test for Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor METHOD OF TEST FOR HAMBURG WHEELTRACK TESTING OF Asphalt Compatibility : 140°F (60°C), 72 hr : ASTM D5329 Specification 90150 dmm 176°F (80°C) min Pass 60% min Pass Applicable Specs ASTM D6690 Type 4, AASHTO M324 Type 4 Application Read and follow application instructions before use This product must be heated using indirect heating methods, either a double boiler or hot oil circulating : 77°F (25°C), 150g, 5s : ASTM D5329 6690 Type 4 Very Cold
SuperPave Performancebased Testing for
Determining Dynamic modulus of Hot Mix Asphalt (HMA) AASHTO T 342 and AASHTO T378 Cylindrical 4"diameter specimens of compacted bituminous mixture are subjected to sinusoidal loading at different frequencies generally ranging from 01Hz to 25 Hz and at different temperatures ranging from 14 to 130 °F (10 °C to 544 °C)AASHTO T32411 Free download as PDF File (pdf), Text File (txt) or read online for free normaAASHTO T32411 Road Surface TransportAsphalt Modifier (if applicable) C reate 1 sample of asphalt modifier and provide results for 3 tests, ASTM D445, D92, D2007 Hot Mix Asphalt C reate 1 hot mix asphalt (HMA) sample for your Hot Mix Asphalt Design Data test results, AASHTO T308, T275, T209, T269, T283 (plant produced material) and T324 (plant produced materialType A Hot Mix Asphalt California Department of Double Wheel Tracker DWT, Universal version Detail of the stainless steel water tank Moulds inside the machine Rut measurament through transducers axially mounted in alignment with the wheel's centre 150 mm dia gyratory compactor samples after test performance, mounting 78PV3/005 and 77PV3/003 Easy sample positioning operations, thanks to the wide testing area Set of adaptors 78PV3/003 in DWT Universal AASHTO/EN Double Wheel Communication Knowledge Transfer • One point contact through MTO Contract Management Operations Branch (CMOB) • MTO OAPC Hot Mix Subcommittee Meetings • Partners in Quality Road Tour • OAPC Fall Seminar • Webinars: • Regression method held on October 22, 2019 • Recovered asphalt cement held on October 24, 2019Ministry of Transportation MTO Bituminous ON Asphalt
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