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Sample Record for 2025-11-06-74

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Project Information

Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-58.2/R78.4
Work Description: RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location Description: PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Mike Zdenek Structure Rep.: Brandon Thurber

Sample Information

DIME Sample ID: 2025-11-06-74
TL Number from the TL Form: 875197
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 11/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2025
The quantity of what the sample constitutes: 850
A brief description of the sample: 1 bag lime treated 3/4-inch virgin aggregate for use in 3/4-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D80123A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

Source Identification (SMARA, name of Pit or Job Site): 2600803::Spanish Springs Quarry (Spanish Springs, NV)
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: 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:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-11-06-74-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/01/2025
Date Tested: 11/14/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
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 99 %
Cumulative percent passing the 1/2 in. sieve 88 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.7 %