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Sample Record for 2023-09-12-37

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Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Alex Naime-Falcon

Sample Information

DIME Sample ID: 2023-09-12-37
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: 09/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2023
The quantity of what the sample constitutes: 3 Cores 750-1500
A brief description of the sample: 3/4" WMA-SP R25
From where was the sample collected: Job Site
Laboratory sample identification: CR-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-09-12-37-1
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: 09/14/2023
Date Tested: 09/14/2023
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.325
Bulk Specific Gravity 2 2.340
Bulk Specific Gravity 3 2.275
Average Bulk Specific Gravity 2.313

Test 2 of 3

DIME Test ID: 2023-09-12-37-4
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: 09/14/2023
Date Tested: 09/12/2023
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:
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 7339.3 grams
Mass of oven-dry sample in air for Sample 1 2581.1 grams
Mass of container filled with the sample and water for Sample 1 8892.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.511
Theoretical maximum density at 25°C (77°F) 156.3 lb/ft^3

Test 3 of 3

DIME Test ID: 2023-09-12-37-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/14/2023
Date Tested: 09/13/2023
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: Compaction Results CR-1A - 92.6% CR-1B - 93.2% CR-1C - 90.6%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 7.4 %
Percent Air Voids 2 6.8 %
Percent Air Voids 3 9.4 %
Percent Air Voids Average 7.9 %