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Sample Record for 2023-05-31-51

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Project Information

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

Sample Information

DIME Sample ID: 2023-05-31-51
TL Number from the TL Form: C422-336
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2023
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 3/4 HMA Type A Aggragates
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_571
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample: 41110510-LD 0221
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: At the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 41110510-LD 0221
Lot number: 1
Sublot number: 4
Aggregate Mix Number: 41110510LD 0221
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-05-31-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/08/2023
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: L1 SL 4 Production Start up
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data0 %
Cumulative percent passing the 1 in. sieve no data0 %
Cumulative percent passing the 3/4 in. sieve 180 %
Cumulative percent passing the 1/2 in. sieve 1360 %
Cumulative percent passing the 3/8 in. sieve 2465 %
Cumulative percent passing the #4 sieve 4560 %
Cumulative percent passing the #8 sieve 167 %
Cumulative percent passing the #16 sieve 283 %
Cumulative percent passing the #30 sieve 341 %
Cumulative percent passing the #50 sieve 375 %
Cumulative percent passing the #100 sieve 397 %
Cumulative percent passing the #200 sieve 414 %

Test 2 of 4

DIME Test ID: 2023-05-31-51-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 06/08/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 63

Test 3 of 4

DIME Test ID: 2023-05-31-51-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/12/2024
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: RAP GRADATION
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data0 %
Cumulative percent passing the 1 in. sieve no data0 %
Cumulative percent passing the 3/4 in. sieve no data0 %
Cumulative percent passing the 1/2 in. sieve no data0 %
Cumulative percent passing the 3/8 in. sieve 35 %
Cumulative percent passing the #4 sieve 430 %
Cumulative percent passing the #8 sieve 144 %
Cumulative percent passing the #16 sieve 233 %
Cumulative percent passing the #30 sieve 289 %
Cumulative percent passing the #50 sieve 341 %
Cumulative percent passing the #100 sieve 385 %
Cumulative percent passing the #200 sieve 412 %

Test 4 of 4

DIME Test ID: 2023-05-31-51-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/08/2023
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: RAP GRADATION AFTER BURN
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data0 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 98 %
Cumulative percent passing the #4 sieve 71 %
Cumulative percent passing the #8 sieve 49 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9 %