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Sample Record for 2025-09-23-51

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

Project Information

Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-43.5,57.0
Work Description: REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location Description: SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2025-09-23-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 09/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Hot Bin 2, 3/8-inch Sized Lime Treated Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80058B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer-Fraser Company — Willow Creek Plant (Willow Creek, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-12-0007
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: Hot Bins
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:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-09-23-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/30/2025
Date Tested: 09/26/2025
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 80 %
Cumulative percent passing the #4 sieve 27 %
Cumulative percent passing the #8 sieve 1 %
Cumulative percent passing the #16 sieve 1 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 1 %
Cumulative percent passing the #200 sieve 0.6 %