Sample Record for 2025-07-20-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000926 DEA: 061G8304 EFIS: 0624000171
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-19.9/21.4
Work Description: REPLACE CONCRETE SLABS WITH HMA, COLD PLANE AND PLACE HMA (TYPE A).
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE NORTH OF CALIFORNIA AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF EL DORADO STREET OVERCROSSING
Contractor Name: CAL VALLEY CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-07-20-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 07/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2025
The quantity of what the sample constitutes: 0-750 Tons Produced
A brief description of the sample: 3/4” HMA Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Material Ashlan Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-20-0016
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: Automatic Sampling Device @ 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: 1
Sublot number: 11
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2025-07-20-2-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/22/2025
Date Tested: 07/21/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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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100 %
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Cumulative percent passing the 1/2 in. sieve
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86 %
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Cumulative percent passing the 3/8 in. sieve
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72 %
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Cumulative percent passing the #4 sieve
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45 %
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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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24 %
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Cumulative percent passing the #30 sieve
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17 %
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Cumulative percent passing the #50 sieve
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12 %
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Cumulative percent passing the #100 sieve
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7 %
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Cumulative percent passing the #200 sieve
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4.1 %
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Test 2 of 2
DIME Test ID: 2025-07-20-2-2
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: 07/22/2025
Date Tested: 07/21/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: