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Sample Record for 2025-07-11-64

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

Project Information

Project ID: 214669 DEA: 07325504 EFIS: 0716000085 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-
Work Description: Slab Replacement and Shoulder Resurfacing
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-11-64
TL Number from the TL Form:
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: 07/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" RHMA type g sp pg64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-469
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 106835
Binder content (%): 7.4
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-07-11-64-1
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: 10/06/2025
Date Tested: 08/01/2025
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 7349.5 grams
Mass of oven-dry sample in air for Sample 1 2540.4 grams
Mass of container filled with the sample and water for Sample 1 8838.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.417
Theoretical maximum density at 25°C (77°F) 150.4 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-07-11-64-2
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: 10/06/2025
Date Tested: 08/01/2025
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 4082.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6149.9 g
Mass of HMA Sample prior to ignition 2067.8 g
Corrected Asphalt Binder Content 7.44 %
Mass Loss 160.3 g
Mass of aggregate remaining after ignition 1907.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F