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Sample Record for 2024-10-02-109

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

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

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

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

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

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