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Sample Record for 2025-08-27-73

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Project Information

Project ID: 1001219 DEA: 021J8904 EFIS: 0221000006 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R30.5/R31.0
Work Description: REPLACE PAVEMENT AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SHASTA COUNTY NEAR O\'BRIEN FROM 0.1 MILE SOUTH OF TUNNEL GULCH VIADUCT TO THE O\'BRIEN REST AREA
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 SWETZER ROAD, Loomis CA 95650
Resident Engineer: Kyle Higgins Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2025-08-27-73
TL Number from the TL Form: 866074
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: 08/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2025
The quantity of what the sample constitutes: 100
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80021
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction — Fawndale Rock and Asphalt (Redding, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.6
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 24
WMA Additives: No
Antistrip type: Lime
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2025-08-27-73-1
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: 09/15/2025
Date Tested: 08/27/2025
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=2.554
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 2515.7 grams
Mass of container filled with the sample and water for Sample 1 8861.6 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.554
Theoretical maximum density at 25°C (77°F) 2546.6 kg/m^3

Test

DIME Test ID: 2025-08-27-73-2
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: 09/15/2025
Date Tested: 08/28/2025
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: Pb=4.41%
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 3028.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5149.9 g
Mass of HMA Sample prior to ignition 2121.6 g
Corrected Asphalt Binder Content 4.42 %
Mass Loss 107.5 g
Mass of aggregate remaining after ignition 2014.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test

DIME Test ID: 2025-08-27-73-3
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: 09/15/2025
Date Tested: 08/28/2025
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: Gmb=2.472
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.475
Bulk Specific Gravity 2 2.472
Bulk Specific Gravity 3 2.468
Average Bulk Specific Gravity 2.472

Test

DIME Test ID: 2025-08-27-73-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/15/2025
Date Tested: 09/15/2025
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: Pa=3.2%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.2 %
Percent Air Voids 3 3.4 %
Average Percent Air Voids 3.2 %

Test

DIME Test ID: 2025-08-27-73-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/15/2025
Date Tested: 09/11/2025
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=161 psi, S2=149 psi, TSR=93%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 161 psi
Average Wet Tensile Strength 149 psi
Tensile Strength Ratio 0.93