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Sample Record for 2024-10-02-109

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Project Information

Project ID: 214398 DEA: 024H4004 EFIS: 0218000115 MINOR: 02A1828 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-82.2
Work Description: Mineral M.S. Material Bunker Project
Location Description: Mineral Maintenance Station
Contractor Name: DARREN TAYLOR CONSTRUCTION
Contractor Address: 19672 North Hirsch Court, Anderson, CA 96002
Resident Engineer: Salvador Torres Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-02-109
TL Number from the TL Form: 851389
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: 10/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2024
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: 1/2-inch Type A HMA with PG 64-28
From where was the sample collected: Manufacturer
Laboratory sample identification: D79751
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rocky Mnt Const.

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-10-02-109-1
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: 10/28/2024
Date Tested: 10/10/2024
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=2.449
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 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1588.2 grams
Mass of container filled with the sample and water for Sample 1 8271.9 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.449
Theoretical maximum density at 25°C (77°F) 2441.9 kg/m^3

Test 2 of 4

DIME Test ID: 2024-10-02-109-2
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: 10/28/2024
Date Tested: 10/14/2024
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=2.348
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.345
Bulk Specific Gravity 2 2.357
Bulk Specific Gravity 3 2.343
Average Bulk Specific Gravity 2.348

Test 3 of 4

DIME Test ID: 2024-10-02-109-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/28/2024
Date Tested: 10/28/2024
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 4.2 %
Percent Air Voids 2 3.8 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 4.1 %

Test 4 of 4

DIME Test ID: 2024-10-02-109-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/28/2024
Date Tested: 10/28/2024
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=111 psi, S2=120 psi, TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 120 psi
Average Wet Tensile Strength 111 psi
Tensile Strength Ratio 0.93

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-10-02-109-5AASHTO 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)10/28/2024Not scheduledColt SweenyCT D02 - Redding Northern Regional Laboratory
2024-10-02-109-6CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt10/28/2024Not scheduledColt SweenyCT D02 - Redding Northern Regional Laboratory