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Sample Record for 2025-07-16-80

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000538 DEA: 042Q6104 EFIS: 0419000030 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-R7.3/13.5
Work Description: COLD PLANE, RHMA OVERLAY, INSTALL MGS, CURB RAMP, AND RUMBLE STRIP.
Location Description: NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE NORTH OF NAPA RIVER BRIDGE OVERHEAD TO 0.1 MILE SOUTH OF SIERRA AVENUE.
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 2280 Bates Avenue, Suite 200, Concord, CA 94520
Resident Engineer: Paramdeep Brar Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2025-07-16-80
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: 07/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2025
The quantity of what the sample constitutes: 100Tons
A brief description of the sample: 3/8"HMA-SP-R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Napa

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-49-0004
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: At the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number: 1
Sublot number: 14
Aggregate Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2025-07-16-80-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/30/2025
Date Tested: 07/17/2025
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:
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 100 %
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 45 %
Cumulative percent passing the #16 sieve 27 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 5.8 %

Test 2 of 2

DIME Test ID: 2025-07-16-80-2
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: 07/30/2025
Date Tested: 07/17/2025
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 61