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Sample Record for 2024-05-07-5

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

Project Information

Project ID: 995257 DEA: 09401004 EFIS: 0924000007 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-190-9.8-68.0
Work Description: Emergency Repair from Flood Damage to State Route 190 near Olancha, CA.
Location Description: State Route 190
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kris Raber Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-07-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2024
The quantity of what the sample constitutes: 4 Boxes of HMA
A brief description of the sample: 3/4" HMA-A-SP PG64-28M R15
From where was the sample collected: Job Site
Laboratory sample identification: 3886
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-05-07-5-1
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: 05/08/2024
Date Tested: 05/07/2024
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-02
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 2118.4 grams
Mass of container filled with the sample and water for Sample 1 8572.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.474
Theoretical maximum density at 25°C (77°F) 154 lb/ft^3

Test 2 of 4

DIME Test ID: 2024-05-07-5-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/08/2024
Date Tested: 05/07/2024
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-02
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.4 %
Percent Air Voids 3 3.2 %
Average Percent Air Voids 3.2 %

Test 3 of 4

DIME Test ID: 2024-05-07-5-3
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: 05/08/2024
Date Tested: 05/07/2024
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-02
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.397
Bulk Specific Gravity 2 2.4
Bulk Specific Gravity 3 2.394
Average Bulk Specific Gravity 2.397

Test 4 of 4

DIME Test ID: 2024-05-07-5-4
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: 05/08/2024
Date Tested: 05/07/2024
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-02
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 4251.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6356.3 g
Mass of HMA Sample prior to ignition 2105 g
Corrected Asphalt Binder Content 4.55 %
Mass Loss 100.1 g
Mass of aggregate remaining after ignition 2004.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 5.38 C