Sample Record for 2024-04-29-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-04-29-53
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: 04/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" RHMA-G Aggregates
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_234
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-39-0041
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: Sample collected from belt stream 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:
Lot number: 3
Sublot number: 18
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2024-04-29-53-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/09/2024
Date Tested: 04/29/2024
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:
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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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98 %
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Cumulative percent passing the 1/2 in. sieve
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84 %
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Cumulative percent passing the 3/8 in. sieve
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67 %
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Cumulative percent passing the #4 sieve
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27 %
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Cumulative percent passing the #8 sieve
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14 %
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Cumulative percent passing the #16 sieve
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8 %
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Cumulative percent passing the #30 sieve
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3 %
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Cumulative percent passing the #50 sieve
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2 %
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Cumulative percent passing the #100 sieve
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2 %
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Cumulative percent passing the #200 sieve
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1.1 %
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Test 2 of 2
DIME Test ID: 2024-04-29-53-2
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: 05/09/2024
Date Tested: 04/30/2024
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:
