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: 2024-07-30-81
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: 07/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2024
The quantity of what the sample constitutes: 1 Box 3/4-INCH HMA-A & 3 CORES
A brief description of the sample: 3/4-INCH HMA Types A and B
From where was the sample collected: Source
Laboratory sample identification: Con_24_594
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland batch Plant
DIME Test ID: 2024-07-30-81-1
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: 08/09/2024
Date Tested: 07/31/2024
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: Teichert Woodland batch plant
Theoretical maximum density =2.500
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
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2.508
|
|
Theoretical maximum density at 25°C (77°F)
|
2500 kg/m^3
|
DIME Test ID: 2024-07-30-81-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/09/2024
Date Tested: 07/31/2024
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: Teichert Woodland batch plant
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
95 %
|
|
Percent Air Voids 2
|
96.1 %
|
|
Percent Air Voids 3
|
96.2 %
|
|
Average Percent Air Voids
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95.8 %
|
DIME Test ID: 2024-07-30-81-3
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: 08/09/2024
Date Tested: 07/31/2024
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: Teichert Woodland batch Plant
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.382
|
|
Bulk Specific Gravity 2
|
2.41
|
|
Bulk Specific Gravity 3
|
2.412
|
|
Average Bulk Specific Gravity
|
2.401
|
