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Sample Record for 2023-06-01-39

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Project Information

Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R0.0/R9.7
Work Description: PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 15335 FAIRFIELD RANCH ROAD, CHINO HILLS, CA 91709
Resident Engineer: Ridwan Salman Structure Rep.: Adriana Pimienta

Sample Information

DIME Sample ID: 2023-06-01-39
TL Number from the TL Form: 0601A2
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/8" HMA DIKE 63763-2
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-169
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number: 637632 SV

Test Results

Test 1 of 1

DIME Test ID: 2023-06-01-39-1
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: 06/06/2023
Date Tested: 06/06/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
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 4025.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5614.0 g
Mass of HMA Sample prior to ignition 1588.3 g
Corrected Asphalt Binder Content 6.48 %
Mass Loss 103.0 g
Mass of aggregate remaining after ignition 1485.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C