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Sample Record for 2023-08-09-15

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

Project Information

Project ID: 994602 DEA: 09392004 EFIS: 0922000036 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-44.9/50.9,52.9/54.5
Work Description: HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING.
Location Description: INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-09-15
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: 08/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Job Site
Laboratory sample identification: HMA 30
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 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: 2023-08-09-15-1
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: 08/14/2023
Date Tested: 08/14/2023
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: HMA-30
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 2046.5 grams
Mass of container filled with the sample and water for Sample 1 8525.7 grams
Temperature of Water 77.3 °F
Specific Gravity for Sample 1 2.462
Theoretical maximum density at 25°C (77°F) 153.2 lb/ft^3

Test 2 of 6

DIME Test ID: 2023-08-09-15-2
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: 08/14/2023
Date Tested: 08/14/2023
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: HMA-30
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 4242.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6271.7 g
Mass of HMA Sample prior to ignition 2029.1 g
Corrected Asphalt Binder Content 5.35 %
Mass Loss 126.5 g
Mass of aggregate remaining after ignition 1902.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.88 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 3 of 6

DIME Test ID: 2023-08-09-15-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/14/2023
Date Tested: 08/14/2023
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: HMA-30
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 4.2 %

Test 4 of 6

DIME Test ID: 2023-08-09-15-4
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: 08/14/2023
Date Tested: 08/14/2023
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: HMA-30
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.358
Bulk Specific Gravity 2 2.361
Bulk Specific Gravity 3 2.358
Average Bulk Specific Gravity 2.359

Test 5 of 6

DIME Test ID: 2023-08-09-15-5
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: 08/17/2023
Date Tested: 08/11/2023
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: HMA-30
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 4
Bulk Specific Gravity 1 2.291
Bulk Specific Gravity 2 2.293
Bulk Specific Gravity 3 2.29
Bulk Specific Gravity 4 2.29
Percent of water absorbed by volume 1 0.4 %
Percent of water absorbed by volume 2 0.39 %
Percent of water absorbed by volume 3 0.41 %
Percent of water absorbed by volume 4 0.42 %
Average Bulk Specific Gravity 2.291

Test 6 of 6

DIME Test ID: 2023-08-09-15-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 08/17/2023
Date Tested: 08/17/2023
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: HMA-30
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) 2.22 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 2.13 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0