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Sample Record for 2022-03-10-20

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

Project Information

Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-0.0/1.0
Work Description: COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
Contractor Name: Sully Miller
Contractor Address: 135 State College Blvd, Brea, Ca 92821
Resident Engineer: Susana Facio Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-10-20
TL Number from the TL Form: 0310A2
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: 03/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" RWMA-G 300191 RWMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0059
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Material-Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2022-03-10-20-1
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: 03/22/2022
Date Tested: 03/14/2022
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 1539.7 grams
Mass of container filled with the sample and water for Sample 1 8257.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.401
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 2

DIME Test ID: 2022-03-10-20-2
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: 03/22/2022
Date Tested: 03/14/2022
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 1554.8 g
Corrected Asphalt Binder Content 7.22 %
Mass Loss no data
Mass of aggregate remaining after ignition 1441.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.09 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000.4 F