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Sample Record for 2025-10-06-66

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Project Information

Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-06-66
TL Number from the TL Form: 876962
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: 10/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2025
The quantity of what the sample constitutes: 10,000 Tons
A brief description of the sample: 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22% RAP and virgin PG 58-34 from Valero (Albina K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80076
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: 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 (Klamath Falls, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2025-10-06-66-1
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: 10/23/2025
Date Tested: 10/08/2025
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: Gmm=2.469
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 2567 grams
Mass of container filled with the sample and water for Sample 1 8858.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.469
Theoretical maximum density at 25°C (77°F) 2461.8 kg/m^3

Test

DIME Test ID: 2025-10-06-66-2
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: 10/23/2025
Date Tested: 10/15/2025
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=5.61%, TV=5.67%
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 3041.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5100.3 g
Mass of HMA Sample prior to ignition 2059.1 g
Corrected Asphalt Binder Content 5.61 %
Mass Loss 136.5 g
Mass of aggregate remaining after ignition 1922.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.87 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test

DIME Test ID: 2025-10-06-66-3
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: 10/23/2025
Date Tested: 10/09/2025
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=2.361
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.363
Bulk Specific Gravity 2 2.365
Bulk Specific Gravity 3 2.355
Average Bulk Specific Gravity 2.361

Test

DIME Test ID: 2025-10-06-66-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/23/2025
Date Tested: 10/23/2025
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=4.4%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.4 %

Test

DIME Test ID: 2025-10-06-66-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/23/2025
Date Tested: 10/22/2025
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=117 psi, S2=103 psi, TSR=88%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 117 psi
Average Wet Tensile Strength 103 psi
Tensile Strength Ratio 0.88