Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994351 DEA: 07322004 EFIS: 0716000053
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown
DIME Sample ID: 2024-06-18-62
TL Number from the TL Form: 006792
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/8" HMA-A 109426
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-150
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Westminster
DIME Test ID: 2024-06-18-62-1
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: 06/19/2024
Date Tested: 06/19/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4031.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5592.1 g
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Mass of HMA Sample prior to ignition
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1560.2 g
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Corrected Asphalt Binder Content
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6.95 %
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Mass Loss
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108.5 g
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Mass of aggregate remaining after ignition
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1451.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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