Sample Record for 2026-07-27-84
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-
Work Description: HAPPY CAMP 2026 - RTE 96 PAVEMENT REHAB: SHOULDER BACKING, REPLACE AC SURFACING, HMA (TYPE A), TACK COAT, COLD PLANE, REMOVE MARKERS/THERMO, 6\\\\"/8\\\\" MMA PAINT TRAFFIC STRIPE & CROSSWALK MARKING
Location Description:
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-07-27-84
TL Number from the TL Form: 846260
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: 07/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2026
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 3 bags of Combined Lime Treated 3/4-inch Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D80311A
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
Test
DIME Test ID: 2026-07-27-84-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/18/2026
Date Tested: 08/04/2026
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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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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99.1322 %
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Cumulative percent passing the 1/2 in. sieve
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80.5341 %
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Cumulative percent passing the 3/8 in. sieve
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69.6671 %
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Cumulative percent passing the #4 sieve
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42.4306 %
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Cumulative percent passing the #8 sieve
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23.4214 %
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Cumulative percent passing the #16 sieve
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14.5564 %
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Cumulative percent passing the #30 sieve
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9.97414 %
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Cumulative percent passing the #50 sieve
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7.37536 %
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Cumulative percent passing the #100 sieve
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5.65903 %
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Cumulative percent passing the #200 sieve
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4.49322 %
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