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Sample Record for 2025-04-28-13

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

Project Information

Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-R9.8/R12.6
Work Description: PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL.
Location Description: MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-28-13
TL Number from the TL Form: JMF-01
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2025
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA-A-SP PG58-34M R15
From where was the sample collected: Source
Laboratory sample identification: 4573
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant

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): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-04-28-13-1
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: 05/01/2025
Date Tested: 04/28/2025
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: JMF-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 2055.5 grams
Mass of container filled with the sample and water for Sample 1 8524.2 grams
Temperature of Water 77.2 °F
Specific Gravity for Sample 1 2.442
Theoretical maximum density at 25°C (77°F) 152 lb/ft^3

Test 2 of 6

DIME Test ID: 2025-04-28-13-2
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: 05/01/2025
Date Tested: 04/28/2025
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: JMF-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 4252.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6356.6 g
Mass of HMA Sample prior to ignition 2104.4 g
Corrected Asphalt Binder Content 4.7 %
Mass Loss 106.4 g
Mass of aggregate remaining after ignition 1998 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 6

DIME Test ID: 2025-04-28-13-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/01/2025
Date Tested: 05/01/2025
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.5 %
Percent Air Voids 2 2.6 %
Percent Air Voids 3 2.6 %
Average Percent Air Voids 2.6 %

Test 4 of 6

DIME Test ID: 2025-04-28-13-4
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: 05/01/2025
Date Tested: 04/28/2025
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.379
Bulk Specific Gravity 3 2.379
Average Bulk Specific Gravity 2.38

Test 5 of 6

DIME Test ID: 2025-04-28-13-5
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 05/01/2025
Date Tested: 04/28/2025
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 4
Bulk Specific Gravity 1 2.267
Bulk Specific Gravity 2 2.275
Bulk Specific Gravity 3 2.271
Bulk Specific Gravity 4 2.266
Percent of water absorbed by volume 1 0.72 %
Percent of water absorbed by volume 2 0.66 %
Percent of water absorbed by volume 3 0.62 %
Percent of water absorbed by volume 4 0.93 %
Average Bulk Specific Gravity 2.27

Test 6 of 6

DIME Test ID: 2025-04-28-13-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/01/2025
Date Tested: 05/01/2025
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.11 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.29 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0