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Sample Record for 2025-09-12-73

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

Project Information

Project ID: 1001227 DEA: 074V5004 EFIS: 0723000160 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R24.7/R25.3
Work Description: OVERLAY AC SHOULDER, REPLACE SHOULDER, AND SLAB REPLACEMENT.
Location Description: LOS ANGELES COUNTY IN PASADENA FROM 0.1 MILE EAST OF ORANGE GROVE BOULEVARD OVERCROSSING TO 0.2 MILE WEST OF MARENGO AVENUE OVERCROSSING
Contractor Name: CALMEX ENGINEERING, INC.
Contractor Address: 2750 South Lilac Avenue, Bloomington CA 92316
Resident Engineer: Ali Shalviri Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-12-73
TL Number from the TL Form: 091225
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: 09/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-1050
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Irwindale

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 103793
Binder content (%): 0.0
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: 2025-09-12-73-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/15/2025
Date Tested: 10/01/2025
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 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 7349.5 grams
Mass of oven-dry sample in air for Sample 1 2574.4 grams
Mass of container filled with the sample and water for Sample 1 8916.1 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.554
Theoretical maximum density at 25°C (77°F) 159 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-09-12-73-2
Test Method: AASHTO T308-25: 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: 12/15/2025
Date Tested: 10/01/2025
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? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4061.9 g
Mass of the specimen and specimen basket assembly prior to ignition 6143.8 g
Corrected Asphalt Binder Content 4.59 %
Mass of HMA Sample prior to ignition 2081.9 g
Mass Loss 100.5 g
Mass of aggregate remaining after ignition 1981.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.24 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C