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Sample Record for 2025-10-30-68

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Project Information

Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-58.2/R78.4
Work Description: RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location Description: PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Mike Zdenek Structure Rep.: Brandon Thurber

Sample Information

DIME Sample ID: 2025-10-30-68
TL Number from the TL Form: 875190
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: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2025
The quantity of what the sample constitutes: 1300
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch HMA-A w/15% RAP, PG 64-28 M from Pacific Northwest - Stockton, Ca
From where was the sample collected: Manufacturer
Laboratory sample identification: D80120
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG: PG 64-28M
Design binder PG: PG 64-28M
Binder Supplier: Pacific Northwest (Stockton, CA)
RAP content (%): 15
WMA Additives: No
Antistrip type: 1.0% Lime
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2025-10-30-68-1
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: 12/01/2025
Date Tested: 11/12/2025
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=2.502
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7331 grams
Mass of oven-dry sample in air for Sample 1 2593.2 grams
Mass of container filled with the sample and water for Sample 1 8887.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 2494.7 kg/m^3

Test

DIME Test ID: 2025-10-30-68-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 12/01/2025
Date Tested: 11/19/2025
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: Pb=5.04%, TV=4.70%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3041.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5194.8 g
Mass of HMA Sample prior to ignition 2153.2 g
Corrected Asphalt Binder Content 5.04 %
Mass Loss 113.2 g
Mass of aggregate remaining after ignition 2040 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test

DIME Test ID: 2025-10-30-68-3
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: 12/01/2025
Date Tested: 11/14/2025
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: Gmb=2.400
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.403
Bulk Specific Gravity 2 2.404
Bulk Specific Gravity 3 2.393
Average Bulk Specific Gravity 2.4

Test

DIME Test ID: 2025-10-30-68-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/01/2025
Date Tested: 11/14/2025
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: Pa=4.1%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 4.4 %
Average Percent Air Voids 4.1 %

Test

DIME Test ID: 2025-10-30-68-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/01/2025
Date Tested: 12/26/2025
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=198 psi, S2=176 psi, TSR=89%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 198 psi
Average Wet Tensile Strength 176 psi
Tensile Strength Ratio 0.89