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Sample Record for 2024-07-11-19

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

Project Information

Project ID: 994657 DEA: 09382104 EFIS: 0919000035 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-168-17.5/17.8
Work Description: PLACE HMA AND CONSTRUCT CONCRETE CURB RAMPS AND SIDEWALK.
Location Description: INYO COUNTY IN AND NEAR BISHOP FROM 0.1 MILE WEST OF PIONEER LANE TO SUNLAND DRIVE
Contractor Name: INTERSTATE CIVIL CONSTRUCTION
Contractor Address: 1253 Evergreen Rd, Suite 2, Wrightwood, CA 92397.
Resident Engineer: Adam Zumstein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-11-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA Type A PG70-10 R15
From where was the sample collected: Source
Laboratory sample identification: HMA-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 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): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-07-11-19-1
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: 07/18/2024
Date Tested: 07/11/2024
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-01
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 2230.3 grams
Mass of container filled with the sample and water for Sample 1 8631.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.453
Theoretical maximum density at 25°C (77°F) 152.7 lb/ft^3

Test 2 of 6

DIME Test ID: 2024-07-11-19-2
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: 07/18/2024
Date Tested: 07/11/2024
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-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 4251.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6471.4 g
Mass of HMA Sample prior to ignition 2220.1 g
Corrected Asphalt Binder Content 4.71 %
Mass Loss 111.5 g
Mass of aggregate remaining after ignition 2108.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 6

DIME Test ID: 2024-07-11-19-3
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: 07/18/2024
Date Tested: 07/11/2024
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-01
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.37
Bulk Specific Gravity 2 2.368
Bulk Specific Gravity 3 2.365
Average Bulk Specific Gravity 2.368

Test 4 of 6

DIME Test ID: 2024-07-11-19-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/18/2024
Date Tested: 07/18/2024
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-01
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.4 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.5 %

Test 5 of 6

DIME Test ID: 2024-07-11-19-5
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: 07/18/2024
Date Tested: 07/11/2024
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-01
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 4
Bulk Specific Gravity 1 2.286
Bulk Specific Gravity 2 2.283
Bulk Specific Gravity 3 2.286
Bulk Specific Gravity 4 2.285
Percent of water absorbed by volume 1 0.81 %
Percent of water absorbed by volume 2 0.83 %
Percent of water absorbed by volume 3 0.77 %
Percent of water absorbed by volume 4 0.82 %
Average Bulk Specific Gravity 2.285

Test 6 of 6

DIME Test ID: 2024-07-11-19-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 07/18/2024
Date Tested: 07/12/2024
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-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) 2.03 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.59 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0