Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215157 DEA: 021H5704 EFIS: 0216000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2023-09-14-56
TL Number from the TL Form: 857915
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2023
The quantity of what the sample constitutes: 50000 Tons
A brief description of the sample: 8 boxes of 3/4-inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: D79347
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Fawndale
DIME Test ID: 2023-09-14-56-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/29/2023
Date Tested: 09/14/2023
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: Gmm=2.466
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7335.1 grams
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Mass of oven-dry sample in air for Sample 1
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2506.9 grams
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Mass of container filled with the sample and water for Sample 1
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8825.5 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.466
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Theoretical maximum density at 25°C (77°F)
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2459 kg/m^3
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DIME Test ID: 2023-09-14-56-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/29/2023
Date Tested: 09/28/2023
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: S1=105, S2=92, TSR=88%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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105 psi
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Average Wet Tensile Strength
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92 psi
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Tensile Strength Ratio
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0.88
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