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Sample Record for 2025-08-19-18

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

Project Information

Project ID: 1001050 DEA: 09397304 EFIS: 0924000044 QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-58-77.2/R138.9
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: KERN COUNTY FROM 0.3 MILE WEST OF HART FLAT UNDERCROSSING TO 2.6 MILES WEST OF BORON OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Hin Hartanto Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-08-19-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2025
The quantity of what the sample constitutes: 150 tons placed on field
A brief description of the sample: 3/4" HMA S-SP SJR 64-16 R25
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
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: 2025-08-19-18-1
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: 08/29/2025
Date Tested: 08/25/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-1
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 4253.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6522.3 g
Mass of HMA Sample prior to ignition 2268.7 g
Corrected Asphalt Binder Content 4.54 %
Mass Loss 111.5 g
Mass of aggregate remaining after ignition 2157.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2025-08-19-18-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/29/2025
Date Tested: 08/25/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-1
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2141.6 grams
Mass of container filled with the sample and water for Sample 1 8613 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.552
Theoretical maximum density at 25°C (77°F) 158.8 lb/ft^3