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Sample Record for 2025-12-11-24

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

Project Information

Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-15.0/25.7
Work Description: RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location Description: TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2025-12-11-24
TL Number from the TL Form: 858125
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: 12/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 2 bags of Lime Treated 3/4-inch Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80130A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017
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: 2025-12-11-24-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/22/2025
Date Tested: 12/17/2025
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 98 %
Cumulative percent passing the 1/2 in. sieve 80 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 39 %
Cumulative percent passing the #8 sieve 23 %
Cumulative percent passing the #16 sieve 14 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 4.4 %