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Sample Record for 2025-07-31-49

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Project Information

Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-31-49
TL Number from the TL Form: 857966
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: 07/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2025
The quantity of what the sample constitutes: 12 Boxes 10k Milestone
A brief description of the sample: 3/4-inch HMA-A w/22% RAP PG58-34 Albina
From where was the sample collected: Manufacturer
Laboratory sample identification: D79982
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Shaw Pit (Lookout, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina
RAP content (%): 22
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-07-31-49-1
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: 08/19/2025
Date Tested: 08/05/2025
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: Gmm=2.468
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 7331.5 grams
Mass of oven-dry sample in air for Sample 1 2788.4 grams
Mass of container filled with the sample and water for Sample 1 8990.2 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.468
Theoretical maximum density at 25°C (77°F) 2460.8 kg/m^3

Test 2 of 4

DIME Test ID: 2025-07-31-49-2
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: 08/19/2025
Date Tested: 08/08/2025
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=5.35%, TV=5.67%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3027.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5311.5 g
Mass of HMA Sample prior to ignition 2284.1 g
Corrected Asphalt Binder Content 5.35 %
Mass Loss 145 g
Mass of aggregate remaining after ignition 2139.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.87 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 538 C

Test 3 of 4

DIME Test ID: 2025-07-31-49-3
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: 08/19/2025
Date Tested: 08/08/2025
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=2.354
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.355
Bulk Specific Gravity 2 2.354
Bulk Specific Gravity 3 2.353
Average Bulk Specific Gravity 2.354

Test 4 of 4

DIME Test ID: 2025-07-31-49-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/19/2025
Date Tested: 08/08/2025
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=4.6%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.6 %
Percent Air Voids 3 4.7 %
Average Percent Air Voids 4.6 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-07-31-49-5CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt08/19/2025Not scheduledColt SweenyCT D02 - Redding Northern Regional Laboratory