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Sample Record for 2021-11-02-28

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Project Information

Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-11-02-28
TL Number from the TL Form: 853085
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: 11/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/02/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78970
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate 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: 2021-11-02-28-1
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: 11/19/2021
Date Tested: 11/03/2021
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 2653.2 grams
Mass of container filled with the sample and water for Sample 1 8937.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.523

Test 2 of 5

DIME Test ID: 2021-11-02-28-2
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: 11/19/2021
Date Tested: 11/02/2021
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 4.67 %
Correction Factor (Percent by mass of HMA Specimen) 0.33 %

Test 3 of 5

DIME Test ID: 2021-11-02-28-3
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: 11/19/2021
Date Tested: 11/03/2021
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 2.422
Bulk Specific Gravity 2 2.416
Bulk Specific Gravity 3 2.417
Average Bulk Specific Gravity 2.418

Test 4 of 5

DIME Test ID: 2021-11-02-28-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/19/2021
Date Tested: 11/03/2021
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 4.0 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.2 %
Percent Air Voids Average 4.1 %

Test 5 of 5

DIME Test ID: 2021-11-02-28-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/19/2021
Date Tested: 11/18/2021
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 127 psi
Average Wet Tensile Strength 128 psi
Tensile Strength Ratio 1.01

Tests Assigned to this Sample

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