Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
DIME Sample ID: 2023-09-26-76
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: 09/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 5
A brief description of the sample: 3/4-INCH HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton Drier Drum
DIME Test ID: 2023-09-26-76-3
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/25/2023
Date Tested: 10/04/2023
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: Granite Pleasanton Drier Drum Plant
LOT 1 SUBLOT 5
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.499
|
|
Specific Gravity for Sample 2
|
2.499
|
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Average Specific Gravity
|
2.499
|
|
Theoretical maximum density at 25°C (77°F)
|
2 kg/m^3
|
DIME Test ID: 2023-09-26-76-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/25/2023
Date Tested: 10/04/2023
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: Granite Pleasanton Drier Drum Plant
LOT 1 SUBLOT 5
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.337
|
