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Sample Record for 2023-07-27-14

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Project Information

Project ID: 993844 DEA: 070W1004 EFIS: 0721000043 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-31.8/42.6
Work Description: PLACE RUBBERIZED HMA (GAP GRADED)
Location Description: LOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING
Contractor Name: C. A. RASMUSSEN INC
Contractor Address: 28548 LIVINGSTON AVE, VALENCIA, CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-27-14
TL Number from the TL Form: 019558
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: 07/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" RHMA-G 226108 SVA3 LTR
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-334
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226108 SVA3 LTR

Test Results

Test 1 of 2

DIME Test ID: 2023-07-27-14-1
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: 07/27/2023
Date Tested: 07/27/2023
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 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 2518.9 grams
Mass of container filled with the sample and water for Sample 1 8852.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.456
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-07-27-14-2
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: 07/27/2023
Date Tested: 07/27/2023
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 4016.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6058.0 g
Mass of HMA Sample prior to ignition 2041.7 g
Corrected Asphalt Binder Content 7.10 %
Mass Loss 151.4 g
Mass of aggregate remaining after ignition 1890.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.32 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C