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Sample Record for 2026-04-21-34

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

Project Information

Project ID: 1002115 DEA: 09433704 EFIS: 0926000058 QA Service Level: 1
DIST-CO-RTE-PM: 09---unknown
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-21-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 4 Boxes of HMA/1 Qt of Binder
From where was the sample collected: Job Site
Laboratory sample identification: HMA-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant

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

DIME Test ID: 2026-04-21-34-1
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: 04/28/2026
Date Tested: 04/23/2026
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 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 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2163.8 grams
Mass of container filled with the sample and water for Sample 1 8619.3 grams
Temperature of Water 77.1 °F
Specific Gravity for Sample 1 2.531
Theoretical maximum density at 25°C (77°F) 157.5 lb/ft^3

Test

DIME Test ID: 2026-04-21-34-2
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: 04/28/2026
Date Tested: 04/27/2026
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 4282.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6497.2 g
Corrected Asphalt Binder Content 4.33 %
Mass of HMA Sample prior to ignition 2214.9 g
Mass Loss 108.6 g
Mass of aggregate remaining after ignition 2106.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.57 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C