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Sample Record for 2022-07-14-83

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Project Information

Project ID: 993345 DEA: 022J4004 EFIS: 0221000074 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-56.5/R61.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA.
Location Description: LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36
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: 2022-07-14-83
TL Number from the TL Form: 897862
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: 07/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2022
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 5 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
From where was the sample collected: Manufacturer
Laboratory sample identification: D79115
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-07-14-83-1
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: 08/04/2022
Date Tested: 08/02/2022
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:
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 7335.7 grams
Mass of oven-dry sample in air for Sample 1 1559.6 grams
Mass of container filled with the sample and water for Sample 1 8265.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.476
Theoretical maximum density at 25°C (77°F) 154.1 lb/ft^3

Test 2 of 4

DIME Test ID: 2022-07-14-83-2
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: 08/04/2022
Date Tested: 08/03/2022
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 2.317
Bulk Specific Gravity 2 2.324
Bulk Specific Gravity 3 2.318
Average Bulk Specific Gravity 2.32

Test 3 of 4

DIME Test ID: 2022-07-14-83-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/04/2022
Date Tested: 08/03/2022
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: does not comply
Additional Comments When Verified:
Percent Air Voids 6.4 %
Percent Air Voids 2 6.1 %
Percent Air Voids 3 6.4 %
Average Percent Air Voids 6.3 %

Test 4 of 4

DIME Test ID: 2022-07-14-83-4
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
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
Data has not been verified.