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Sample Record for 2025-06-24-65

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

Project Information

Project ID: 994962 DEA: 07357304 EFIS: 0719000062 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-6.6/13.1
Work Description: REPLACE CONCRETE SLABS AND MEDIAN BARRIER,
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, DOWNEY AND CITY OF COMMERCE FROM 0.2 MILE SOUTH OF ROUTE 5/605 SEPARATION TO 0.1 MILE NORT
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Martin Oregel Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-24-65
TL Number from the TL Form: 003821
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: 06/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/8" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-389
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Irwindale

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number: 109726
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: 2025-06-24-65-1
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: 07/14/2025
Date Tested: 07/14/2025
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 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 7353.9 grams
Mass of oven-dry sample in air for Sample 1 1577.5 grams
Mass of container filled with the sample and water for Sample 1 8297.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.488
Theoretical maximum density at 25°C (77°F) 154.9 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-06-24-65-2
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: 07/14/2025
Date Tested: 07/14/2025
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? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4059.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5600.9 g
Mass of HMA Sample prior to ignition 1541.7 g
Corrected Asphalt Binder Content 5.48 %
Mass Loss 88.7 g
Mass of aggregate remaining after ignition 1453 g
Correction Factor (Percent by mass of HMA Specimen) 0.27 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C