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Sample Record for 2022-10-05-64

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Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2022-10-05-64
TL Number from the TL Form: C039989
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2022
The quantity of what the sample constitutes: 3 Boxes
A brief description of the sample: 3/4" HMA-A with 25% RAP
From where was the sample collected: Source
Laboratory sample identification: 022-084
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 8
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-10-05-64-1
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: 10/14/2022
Date Tested: 10/14/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 2868.5 grams
Mass of sample in water for Sample 1 1692.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.440
Theoretical maximum density at 25°C (77°F) 151.9 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-10-05-64-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/14/2022
Date Tested: 10/14/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.9 %
Percent Air Voids 2 3.1 %
Percent Air Voids 3 3.0 %
Percent Air Voids Average 3.0 %

Test 3 of 3

DIME Test ID: 2022-10-05-64-3
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: 10/14/2022
Date Tested: 10/14/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.369
Bulk Specific Gravity 2 2.364
Bulk Specific Gravity 3 2.367
Average Bulk Specific Gravity 2.367