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Sample Record for 2022-09-22-54

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Project Information

Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-38.0/43.0
Work Description: REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY.
Location Description: LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-22-54
TL Number from the TL Form: 897863
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 4 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP and virgin PG 58-34 M from Albina (Madras, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79166
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Shaw Pit Facility (Lookout, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-09-22-54-1
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: 10/04/2022
Date Tested: 09/30/2022
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:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.8 grams
Mass of oven-dry sample in air for Sample 1 1619.5 grams
Mass of container filled with the sample and water for Sample 1 8290.5 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.436
Theoretical maximum density at 25°C (77°F) 151.6 lb/ft^3

Test 2 of 4

DIME Test ID: 2022-09-22-54-2
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: 10/04/2022
Date Tested: 09/30/2022
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.332
Bulk Specific Gravity 2 2.326
Bulk Specific Gravity 3 2.326
Average Bulk Specific Gravity 2.328

Test 3 of 4

DIME Test ID: 2022-09-22-54-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/04/2022
Date Tested: 09/30/2022
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: VMA ≈ 15.4%, VFA ≈ 71.2%, DP ≈ 1.3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.5 %
Percent Air Voids 3 4.5 %
Percent Air Voids Average 4.4 %

Test 4 of 4

DIME Test ID: 2022-09-22-54-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 10/04/2022
Date Tested: 09/30/2022
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: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.03 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data