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Sample Record for 2025-04-30-78

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

Project Information

Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Work Description: PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location Description: LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
Contractor Name: RASMUSSEN/VANGUARD
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91335
Resident Engineer: Martin Oregel Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2025-04-30-78
TL Number from the TL Form: 043025
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: 04/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-176
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226108M IRW LTR
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: 2025-04-30-78-1
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: 06/30/2025
Date Tested: 05/23/2025
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 7353.3 grams
Mass of oven-dry sample in air for Sample 1 2530.9 grams
Mass of container filled with the sample and water for Sample 1 8854.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.458
Theoretical maximum density at 25°C (77°F) 153 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-04-30-78-2
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: 06/30/2025
Date Tested: 05/23/2025
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 4070.7 g
Mass of the specimen and specimen basket assembly prior to ignition 6117.7 g
Mass of HMA Sample prior to ignition 2047 g
Corrected Asphalt Binder Content 7.11 %
Mass Loss 155.2 g
Mass of aggregate remaining after ignition 1891.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.47 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C