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Sample Record for 2023-10-03-39

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Project Information

Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-28.0/34.5
Work Description: HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-03-39
TL Number from the TL Form: 824482
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: 10/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79364F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::Fawndale Rock Quarry (Redding, CA)
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: Mathematically Combined Gradation per CT 384
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

Test 1 of 1

DIME Test ID: 2023-10-03-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/13/2023
Date Tested: 10/09/2023
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: CT 384: Combined at 76.4% Virgin Aggregate from Cold Feed and 23.6% Reclaimed Aggregate from RAP; P1″=100.%, P¾″=99%, P½″=83%, P№4=53%, P№8=34%, P№30=14%, P№200=4.0%
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 1 1/2 in. sieve 0 %
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 83 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 53 %
Cumulative percent passing the #8 sieve 34 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4 %