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Sample Record for 2025-07-31-75

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

Project Information

Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R73.7
Work Description: COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location Description: LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Ridwan Salman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-31-75
TL Number from the TL Form: 018992
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: 07/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2025
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: 25-757
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: GRF 23 34 RHMA LSM
Binder content (%): 7.5
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: 2025-07-31-75-1
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: 10/30/2025
Date Tested: 08/25/2025
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 2549.4 grams
Mass of container filled with the sample and water for Sample 1 8856.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.446
Theoretical maximum density at 25°C (77°F) 152.3 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-07-31-75-2
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)
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
Data has not been verified.