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Sample Record for 2022-08-25-60

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

Project Information

Project ID: 993104 DEA: 074P6704 EFIS: 0718000314 MINOR: 07A4997 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-138-138/63.7
Work Description: Drainage System Restoration
Location Description: Construction on State Highway In Los Angeles.
Contractor Name: Bunker Engineering
Contractor Address: 49299 Cochran Dr, Indio, CA 92201
Resident Engineer: Fred Tieu Structure Rep.: ERIC K Wang

Sample Information

DIME Sample ID: 2022-08-25-60
TL Number from the TL Form: 019434
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2022
The quantity of what the sample constitutes: 17.11 tons
A brief description of the sample: 3/4" WMA-A 1639
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0247
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Big Rock

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-08-25-60-1
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: 08/31/2022
Date Tested: 08/31/2022
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) 407-6963
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 2550.3 grams
Mass of container filled with the sample and water for Sample 1 8890.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 155.7 lb/ft^3

Test 2 of 2

DIME Test ID: 2022-08-25-60-2
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: 08/31/2022
Date Tested: 08/31/2022
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) 407-6963
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 2043.2 g
Corrected Asphalt Binder Content 4.45 %
Mass Loss no data
Mass of aggregate remaining after ignition 1950.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content no data0 %
Temperature Compensation Factor no data
Test Temperature 1000.4 F