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Sample Record for 2023-04-04-7

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Project Information

Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4/6.8
Work Description: Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Contractor Name: OC Jones (Will Dieterich)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Maxime Dabilly Structure Rep.: Eric Urementa

Sample Information

DIME Sample ID: 2023-04-04-7
TL Number from the TL Form: C727176
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/04/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4" HMA HOT MIX
From where was the sample collected: Manufacturer
Laboratory sample identification: Rich_23_ 81
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 1
HMA Mix Number: L210140WMA

Test Results

Test 1 of 1

DIME Test ID: 2023-04-04-7-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/05/2023
Date Tested: 04/05/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 2 SL 1
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3187.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5216.1 g
Mass of HMA Sample prior to ignition 2028.9 g
Corrected Asphalt Binder Content 4.98 %
Mass Loss 127.6 g
Mass of aggregate remaining after ignition 1901.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.21 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.10 %
Test Temperature 482 C