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Sample Record for 2026-05-11-39

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

Project Information

Project ID: 995192 DEA: 07351304 EFIS: 0718000189 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-2,5-15.1,22.5
Work Description: SEISMIC RETROFIT AND GUARDRAIL UPGRADE.
Location Description: LOS ANGELES COUNTY AT ROUTE 2/5 SEPARATION
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Ridwan Salman Structure Rep.: Samira Jilani (as of 1/5/26)

Sample Information

DIME Sample ID: 2026-05-11-39
TL Number from the TL Form: 0511B2
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: 05/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" WMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 26-135
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220200W SVA VLO
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

DIME Test ID: 2026-05-11-39-1
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: 05/19/2026
Date Tested: 05/19/2026
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 7350.1 grams
Mass of oven-dry sample in air for Sample 1 2538.5 grams
Mass of container filled with the sample and water for Sample 1 8888.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.539
Theoretical maximum density at 25°C (77°F) 158 lb/ft^3

Test

DIME Test ID: 2026-05-11-39-2
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: 05/19/2026
Date Tested: 05/19/2026
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 4054.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6108.1 g
Corrected Asphalt Binder Content 4.6 %
Mass of HMA Sample prior to ignition 2053.3 g
Mass Loss 102.4 g
Mass of aggregate remaining after ignition 1950.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.39 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C