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Sample Record for 2025-10-22-43

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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: 2025-10-22-43
TL Number from the TL Form: 972022
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: 10/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2025
The quantity of what the sample constitutes: 325 Tons
A brief description of the sample: 8 Boxes of Lime Treated 3/4-inch HMA-A, w/ 15% RAP, PG 64-28 M (Pacific Northwest - Stockton, Ca)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80109
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Nevada Materials — Spanish Springs Drum Plant (Spanish Springs, NV)

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% Lime
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-10-22-43-1
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: 11/05/2025
Date Tested: 10/28/2025
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: Gmmr=2.506
Test Result Compliance: complies
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 2628.2 grams
Mass of container filled with the sample and water for Sample 1 8910.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.506
Theoretical maximum density at 25°C (77°F) 2498.7 kg/m^3

Test 2 of 4

DIME Test ID: 2025-10-22-43-2
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: 11/05/2025
Date Tested: 10/29/2025
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=2.360
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.364
Bulk Specific Gravity 2 2.36
Bulk Specific Gravity 3 2.356
Average Bulk Specific Gravity 2.36

Test 3 of 4

DIME Test ID: 2025-10-22-43-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/05/2025
Date Tested: 10/30/2025
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=5.8%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 5.7 %
Percent Air Voids 2 5.8 %
Percent Air Voids 3 6 %
Average Percent Air Voids 5.8 %

Test 4 of 4

DIME Test ID: 2025-10-22-43-4
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: 11/06/2025
Date Tested: 11/05/2025
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=4.76%, 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 3018.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5126.7 g
Mass of HMA Sample prior to ignition 2107.8 g
Corrected Asphalt Binder Content 4.76 %
Mass Loss 105 g
Mass of aggregate remaining after ignition 2002.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C