Sample Record for 2024-06-10-79
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995155 DEA: 040Q8104 EFIS: 0418000158
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-121-16.0
Work Description: REPAIR PAVEMENT, REPLACE DRAINAGE SYSTEMS, AND REPLACE GUARDRAIL.
Location Description: NAPA COUNTY AT CIRCLE OAKS AT WOODEN VALLEY ROAD
Contractor Name: ARGONAUT CONSTRUCTORS
Contractor Address: 1236 CENTRAL AVENUE, SANTA ROSA CA 95401
Resident Engineer: Paramdeep Brar Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-10-79
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: Aggregate
Sample Taken Date: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2024
The quantity of what the sample constitutes: Production Startup first 750 tons
A brief description of the sample: 1/2" HMA 15%Rap Aggregates
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_423
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Batch Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: sampled from bins at the batch plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2024-06-10-79-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/17/2024
Date Tested: 06/13/2024
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: failed coarse on the #30
Test Result Compliance: does not comply
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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100 %
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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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100 %
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Cumulative percent passing the 1/2 in. sieve
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96 %
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Cumulative percent passing the 3/8 in. sieve
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81 %
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Cumulative percent passing the #4 sieve
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53 %
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Cumulative percent passing the #8 sieve
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32 %
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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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11 %
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Cumulative percent passing the #50 sieve
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7 %
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Cumulative percent passing the #100 sieve
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4 %
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Cumulative percent passing the #200 sieve
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2.9 %
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Test 2 of 2
DIME Test ID: 2024-06-10-79-2
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: 06/17/2024
Date Tested: 06/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
