Chapter 4: Construction Details, Section 39: Asphalt Concrete
Caltrans limited the risk to the contractor by specifying in Section 39, “Asphalt Concrete,” of the Standard Specifications that no single test result may represent more than the smaller of 750 tons or one day’s production, whichever is less, except AASHTO T 283, “Standard Method of Test for Resistance of Compacted Hot-Mix Asphalt (HMA ...
The California Asphalt Pavement Association
AASHTO T164, Method A or E. 7 ... PG asphalt binder specification. ▫ Aggregate ... 80. 90. 100. 0. 0.5. 1. 1.5. 2. 2.5. 3. 3.5. 4. Percent Passing. Sieve Size. 29.
AASHTO - T 164 - Standard Method of Test for Quantitative
These methods cover the quantitative determination of asphalt binder in hot mix asphalt (HMA) and HMA pavement samples. Aggregate obtained by these methods may be used for sieve analysis using T 30. The values stated in SI units are to be regarded as the standard. This standard may involve hazardous materials, operations, and equipment.
Hot Mix Asphalt Plant Technician Field Manual - TN.gov
Sampling Bituminous Paving Mixtures. 80. T-209. Theoretical Maximum Specific ... 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or ... If the applicable specification requires that the amount passing the 75-μm (No. ... T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA).
PDF Section 400 - Asphalt Pavements Section 401 - Quality
with AASHTO T 283 except that the loose mixture curing shall be replaced by mixture conditioning for 2 h in accordance with AASHTO R 30. The minimum tensile strength ratio, TSR, shall be 80%. The 6 in. (150 mm) mixture specimens shall be compacted in accordance with AASHTO T 312. If anti-stripping additives
PDF City of Fargo Specifications Asphalt Paving
AASHTO T 283, on plant produced mix using the foaming process. The moisture sensitivity analysis shall be conducted the first day of plant production on the project to ensure the foaming process is not detrimental to the moisture resistance of the mixture. AASHTO T 283 gyratory specimens will be compacted to 7.0 ± 1 percent air voids. A
Approved Asphalt Quality Control Technician Course Manual - Ohio
18 Jan 2015 ... To be approved as an Asphalt Level 2 Technician for Ohio DoT, you will need the ... o Should you not pass the written examination, then it should be retaken within a ... Marshall test apparatus meeting the requirements of AASHTO T 245. ... 80. 588. 80. 394. 79. 1544. 80. 9.50. (3/8 in). 965. 66. 987. 66. 660.
section m - CT.gov
AASHTO or ASTM Standards noted with an (M) have been modified and are detailed in Table ... When ambient temperatures are 80°F and rising, grade SS-1 or SS-1h may be ... RAP material shall be crushed to 100% passing the 1/2 inch sieve and free from ... Average asphalt content of the RAP or RAS by AASHTO T 164.
DOCX Review of New Specification or Specification Change
RAP Asphalt Binder Content may also be determined in accordance with CP-L 5120, provided a RAP AC content correction factor is determined through correlation testing with AASHTO T-164, Method A or B. The correction factor shall be determined by performing correlation testing on the first five samples of the RAP AC content, then at a frequency ...
STATE OF NEW JERSEY - NJ.gov
1.4.7 STANDARD DOT SPECIFICATION REFERENCES . ... RANGE IN THE CHARACTERISTICS OF ASPHALT CONTENT OR AGGREGATE PASSING NO. ... testing purposes between 68 and 80 degrees F and shall have the following: ... listed in AASHTO T 164, method a, or by mathematically calculating the sample dry ...