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Sample Record for 2021-10-14-50

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Project Information

Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R8.3
Work Description: PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location Description: SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
Contractor Name: Abacus Construction, Inc.
Contractor Address: 6850 Haas Road, Anderson, CA 96007
Resident Engineer: Andy O'Sullivan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-14-50
TL Number from the TL Form: 853082
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2021
The quantity of what the sample constitutes: 16 Boxes for PSE
A brief description of the sample: 3/4 Inch HMA-A 23.6 RAP PG58-34M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D78958
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 5

DIME Test ID: 2021-10-14-50-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/28/2021
Date Tested: 10/16/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.5 grams
Mass of oven-dry sample in air for Sample 1 2632.8 grams
Mass of container filled with the sample and water for Sample 1 8947.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.576
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 5

DIME Test ID: 2021-10-14-50-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 10/28/2021
Date Tested: 10/16/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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: complies
Additional Comments When Verified:
Asphalt Binder Content 4.46 %
Correction Factor (Percent by mass of HMA Specimen) 0.34 %

Test 3 of 5

DIME Test ID: 2021-10-14-50-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/28/2021
Date Tested: 10/16/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.451
Bulk Specific Gravity 2 2.445
Bulk Specific Gravity 3 2.449
Average Bulk Specific Gravity 2.448

Test 4 of 5

DIME Test ID: 2021-10-14-50-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/28/2021
Date Tested: 10/16/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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: complies
Additional Comments When Verified:
Percent Air Voids 4.9 %
Percent Air Voids 2 5.1 %
Percent Air Voids 3 4.9 %
Percent Air Voids Average 5.0 %

Test 5 of 5

DIME Test ID: 2021-10-14-50-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/28/2021
Date Tested: 10/21/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, MS-83,
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: complies
Additional Comments When Verified:
Average Dry Tensile Strength 136 psi
Average Wet Tensile Strength 141 psi
Tensile Strength Ratio 1.04

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.