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Sample Record for 2023-05-09-8

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

Project Information

Project ID: 215634 DEA: 074W8004 EFIS: 0719000298 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33,101,118-Var
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK.
Location Description: VENTURA COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA INC
Contractor Address: 1310 W 23RD STREET, TEMPE AZ 85282
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-09-8
TL Number from the TL Form: 0506A2
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/08/2023
The quantity of what the sample constitutes: 350 tons
A brief description of the sample: 3/4" HMA-A 13762
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-122
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 13762
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-05-09-8-1
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: 05/09/2023
Date Tested: 05/09/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance: complies
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 7359.3 grams
Mass of oven-dry sample in air for Sample 1 2527.4 grams
Mass of container filled with the sample and water for Sample 1 8865.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.476
Theoretical maximum density at 25°C (77°F) 154.1 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-05-09-8-2
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: 05/09/2023
Date Tested: 05/09/2023
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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 4018.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6078.3 g
Mass of HMA Sample prior to ignition 2060.2 g
Corrected Asphalt Binder Content 4.76 %
Mass Loss 104.9 g
Mass of aggregate remaining after ignition 1955.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.33 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C