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Sample Record for 2022-12-30-6

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

Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-12-30-6
TL Number from the TL Form: A1230B
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: 12/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/03/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 13762
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0387
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: 2022-12-30-6-1
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: 01/04/2023
Date Tested: 01/04/2023
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: not applicable
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 7359.3 grams
Mass of oven-dry sample in air for Sample 1 2531.5 grams
Mass of container filled with the sample and water for Sample 1 8873.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.487
Theoretical maximum density at 25°C (77°F) 154.8 lb/ft^3

Test 2 of 2

DIME Test ID: 2022-12-30-6-2
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: 01/04/2023
Date Tested: 01/04/2023
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? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 2017.1 g
Corrected Asphalt Binder Content 5.09 %
Mass Loss no data
Mass of aggregate remaining after ignition 1906.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.39 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000.4 F