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Sample Record for 2023-04-10-44

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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: 2023-04-10-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-A R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Colinga

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 3
Sublot number: 5
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-04-10-44-1
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: 04/14/2023
Date Tested: 04/12/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
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 2872.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4913.9 g
Mass of HMA Sample prior to ignition 2041.2 g
Corrected Asphalt Binder Content 4.88 %
Mass Loss 122.8 g
Mass of aggregate remaining after ignition 1918.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.99 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 482 C

Test 2 of 3

DIME Test ID: 2023-04-10-44-2
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: 04/14/2023
Date Tested: 04/11/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7325.6 grams
Mass of oven-dry sample in air for Sample 1 2568.7 grams
Mass of container filled with the sample and water for Sample 1 8843.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.444
Theoretical maximum density at 25°C (77°F) 152.1 lb/ft^3

Test 3 of 3

DIME Test ID: 2023-04-10-44-3
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: 04/21/2023
Date Tested: 04/18/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: 5A=95.0% 5B=95.2% 5C=93.3%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.321
Bulk Specific Gravity 2 2.327
Bulk Specific Gravity 3 2.280
Average Bulk Specific Gravity 2.309