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Sample Record for 2026-04-21-50

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: 2026-04-21-50
TL Number from the TL Form: 5292
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Production Start-Up
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: 04/22/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A-SP PG70-10 R25
From where was the sample collected: Source
Laboratory sample identification: PSU-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): 4

Test Results

Test

DIME Test ID: 2026-04-21-50-1
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: PSU-01
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 2202.4 grams
Mass of container filled with the sample and water for Sample 1 8644.6 grams
Temperature of Water 77.2 °F
Specific Gravity for Sample 1 2.536
Theoretical maximum density at 25°C (77°F) 157.9 lb/ft^3

Test

DIME Test ID: 2026-04-21-50-2
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/28/2026
Date Tested: 04/24/2026
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: PSU-01
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.7 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.5 %

Test

DIME Test ID: 2026-04-21-50-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/28/2026
Date Tested: 04/24/2026
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: PSU-01
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.417
Bulk Specific Gravity 2 2.427
Bulk Specific Gravity 3 2.419
Average Bulk Specific Gravity 2.421

Test

DIME Test ID: 2026-04-21-50-4
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: 04/24/2026
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: PSU-01
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 4256 g
Mass of the specimen and specimen basket assembly prior to ignition 6297 g
Corrected Asphalt Binder Content 4.36 %
Mass of HMA Sample prior to ignition 2041 g
Mass Loss 100.7 g
Mass of aggregate remaining after ignition 1940.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.57 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C