Sample Record for 2023-02-21-64
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2023-02-21-64
TL Number from the TL Form: C422-300
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: 02/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: C422-300
Structure unique identifier:
Structure name: HWY 80
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: 3/4 HMA-SP Type A
The fabricator/manufacturer designation for the sample: Vulcan Vallejo
The plant number: 142
A detailed description of where the material sample was collected: truck @plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 6
Sublot number: 1
Aggregate Mix Number: 411101510LD0221
Test Results
Test 1 of 1
DIME Test ID: 2023-02-21-64-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/22/2023
Date Tested: 02/23/2023
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:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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97 %
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Cumulative percent passing the 1/2 in. sieve
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87 %
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Cumulative percent passing the 3/8 in. sieve
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77 %
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Cumulative percent passing the #4 sieve
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52 %
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Cumulative percent passing the #8 sieve
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31 %
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Cumulative percent passing the #16 sieve
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19 %
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Cumulative percent passing the #30 sieve
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13 %
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Cumulative percent passing the #50 sieve
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9 %
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Cumulative percent passing the #100 sieve
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5 %
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Cumulative percent passing the #200 sieve
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3.9 %
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