Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Kelsey Littell
DIME Sample ID: 2023-05-30-68
TL Number from the TL Form: 911372
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: 05/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2023
The quantity of what the sample constitutes: LOT 7 SUBLOT 2
A brief description of the sample: 3/4-inch HMA Types A and B Cores
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Drum Plant
DIME Test ID: 2023-05-30-68-3
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: 09/07/2023
Date Tested: 05/31/2023
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: LOT 7 SUBLOT 2
Drier Drum
Test Result Compliance: complies
Additional Comments When Verified:
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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
|
2.555
|
|
Specific Gravity for Sample 2
|
2.555
|
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Average Specific Gravity
|
2.555
|
|
Theoretical maximum density at 25°C (77°F)
|
2547 kg/m^3
|
DIME Test ID: 2023-05-30-68-4
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: 09/07/2023
Date Tested: 06/06/2023
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: LOT 7 SUBLOT 2
Drier Drum
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.389
|
|
Bulk Specific Gravity 2
|
2.463
|
|
Bulk Specific Gravity 3
|
2.338
|
|
Average Bulk Specific Gravity
|
2.397
|
