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Sample Record for 2023-03-27-25

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Project Information

Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-27-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 12
Sublot number: 17
HMA Mix Number: 22J010

Test Results

Test 1 of 3

DIME Test ID: 2023-03-27-25-1
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: 03/30/2023
Date Tested: 03/28/2023
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? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 2878.0 g
Mass of the specimen and specimen basket assembly prior to ignition 4965.2 g
Mass of HMA Sample prior to ignition 2087.2 g
Corrected Asphalt Binder Content 4.31 %
Mass Loss 100.3 g
Mass of aggregate remaining after ignition 1986.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 F

Test 2 of 3

DIME Test ID: 2023-03-27-25-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/30/2023
Date Tested: 03/28/2023
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:
Additional Comments When Verified:
Number of Samples 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 1 7325.6 grams
Mass of oven-dry sample in air for Sample 1 2555.0 grams
Mass of container filled with the sample and water for Sample 1 8897.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.599
Theoretical maximum density at 25°C (77°F) 161.8 lb/ft^3

Test 3 of 3

DIME Test ID: 2023-03-27-25-3
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: 04/05/2023
Date Tested: 04/04/2023
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: 17A=92.7% 17B=93.2% 17C=92.6%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.409
Bulk Specific Gravity 2 2.423
Bulk Specific Gravity 3 2.407
Average Bulk Specific Gravity 2.413