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Sample Record for 2022-02-02-9

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

Project Information

Project ID: 215299 DEA: 07260804 EFIS: 0712000104 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10,405-16.6/30.1,4.8/8.7
Work Description: CONSTRUCT GROSS SOLIDS REMOVAL DEVICES, BIOSWALES AND MEDIA FILTERS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS ON ROUTE 10 0.1 MILE WEST OF SANTA FE AVENUE TO 0.2 MILE WEST OF COGSWELL ROAD UNDERCROSSING AND ON ROUTE 405 0.1 MILE EAST OF CHEERY AVENUE OVERCROSSING TO 0.1 MILE WEST OF SOUTH ALAMEDA STREET UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 1355 Brooks Street, Unit "F", Ontario, CA 91762
Resident Engineer: Mesfin Hailu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-02-02-9
TL Number from the TL Form: 0202A2
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: 02/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2022
The quantity of what the sample constitutes: 17+ tons
A brief description of the sample: 3/4" HMA-A 105793 AAA Corona
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0029
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Corona

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2022-02-02-9-1
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: 02/03/2022
Date Tested: 02/03/2022
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) 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 2550.1 grams
Mass of container filled with the sample and water for Sample 1 8904.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.537
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 2

DIME Test ID: 2022-02-02-9-2
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: 02/03/2022
Date Tested: 02/03/2022
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) 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 2038.2 g
Corrected Asphalt Binder Content 4.40 %
Mass Loss no data
Mass of aggregate remaining after ignition 1941.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000.4 F