Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001465 DEA: 022K7004 EFIS: 0225000139
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-78.7
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-07-21-48
TL Number from the TL Form: 036702
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: 07/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 3 bags of Lime Treated 1/2-inch Combined Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79973A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2025-07-21-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/04/2025
Date Tested: 08/04/2025
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:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
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Cumulative percent passing the 1/2 in. sieve
|
94 %
|
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Cumulative percent passing the 3/8 in. sieve
|
78 %
|
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Cumulative percent passing the #4 sieve
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48 %
|
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Cumulative percent passing the #8 sieve
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31 %
|
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Cumulative percent passing the #16 sieve
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19 %
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Cumulative percent passing the #30 sieve
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13 %
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Cumulative percent passing the #50 sieve
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9 %
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Cumulative percent passing the #100 sieve
|
7 %
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Cumulative percent passing the #200 sieve
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5.2 %
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