Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-04-04-8
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_ 78
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Materials Richmond
DIME Test ID: 2023-04-04-8-1
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
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
3122.5 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5152.0 g
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Mass of HMA Sample prior to ignition
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2029.5 g
|
Corrected Asphalt Binder Content
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5.10 %
|
Mass Loss
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131.2 g
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Mass of aggregate remaining after ignition
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1898.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.21 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.15 %
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Test Temperature
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482 C
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