Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002288 DEA: 024K0004
QA Service Level: 1
DIST-CO-RTE-PM: 02---unknown
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-05-21-72
TL Number from the TL Form: 854569C
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2026
The quantity of what the sample constitutes: JMF Verification/Annual Soundness Testing
A brief description of the sample: 3 bags of Untreated 3/4-inch Sized Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80207C
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
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: Untreated Sized Virgin Aggregate Stockpile
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:
DIME Test ID: 2026-05-21-72-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/23/2026
Date Tested: 05/28/2026
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:
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What type of gradation is being tested?
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HMA Gradation
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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
|
97 %
|
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Cumulative percent passing the 1/2 in. sieve
|
52 %
|
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Cumulative percent passing the 3/8 in. sieve
|
17 %
|
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Cumulative percent passing the #4 sieve
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1 %
|
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Cumulative percent passing the #8 sieve
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1 %
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Cumulative percent passing the #16 sieve
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1 %
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Cumulative percent passing the #30 sieve
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1 %
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Cumulative percent passing the #50 sieve
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1 %
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Cumulative percent passing the #100 sieve
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1 %
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Cumulative percent passing the #200 sieve
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0.6 %
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