Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994243 DEA: 044J8404 EFIS: 0416000027
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-24-R3.4/R3.6
Work Description: SEISMIC RESTORATION.
Location Description: CONTRA COSTA COUNTY IN ORINDA FROM 0.1 MILE WEST OF SAINT STEPHENS DRIVE OVERCROSSING TO 0.1 MILE EAST OF SAINT STEPHENS DRIVE OVERCROSSING.
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Avenue, Alamo, CA 94507
Resident Engineer: Pervez Randhawa Structure Rep.: Eric Urmeneta
DIME Sample ID: 2023-06-23-76
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2023
The quantity of what the sample constitutes: Sampled @ 9:30AM De Silva Gates Pleasantan
A brief description of the sample: 1/2-Inch HMA Types A and B W/ 25%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: De Silva Gates Pleasanton drier Drum
DIME Test ID: 2023-06-23-76-2
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: 09/11/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Sampled @9:30Am De Silva Gates Drier Drum W/25%RAP
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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1635.7 g
|
Corrected Asphalt Binder Content
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0.00 %
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Mass Loss
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103.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
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6.13 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.18 %
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Test Temperature
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482 C
|