Print Report | Back to Sample Detail

Sample Record for 2023-03-15-15

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

Project Information

Project ID: 994401 DEA: 09379304 EFIS: 0919000007 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-127-21.0/34.5,41.8/49.4
Work Description: PARTIAL DEPTH RECYCLE AND HOT MIX ASPHALT (TYPE A).
Location Description: INYO COUNTY NEAR SHOSHONE FROM 4.6 MILES NORTH OF ROUTE 178 WEST TO 7.6 MILES SOUTH OF ROUTE 190 AND FROM 0.3 MILE SOUTH OF ROUTE 190 TO NEVADA STATE LINE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-15-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2023
The quantity of what the sample constitutes: 12 Boxes of 3/4" HMA
A brief description of the sample: 3/4" HMA-A-SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 2911 JMF-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Wulfenstein Construction

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): 5

Test Results

Test 1 of 5

DIME Test ID: 2023-03-15-15-1
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: 06/13/2023
Date Tested: 03/21/2023
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: 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 4233.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6255.6 g
Mass of HMA Sample prior to ignition 2022.5 g
Corrected Asphalt Binder Content 4.42 %
Mass Loss 98.6 g
Mass of aggregate remaining after ignition 1923.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.46 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2023-03-15-15-2
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: 06/13/2023
Date Tested: 03/21/2023
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: JMF-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 2100.2 grams
Mass of container filled with the sample and water for Sample 1 8580.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.530
Theoretical maximum density at 25°C (77°F) 157.5 lb/ft^3

Test 3 of 5

DIME Test ID: 2023-03-15-15-3
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: 06/13/2023
Date Tested: 03/21/2023
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.423
Bulk Specific Gravity 2 2.423
Bulk Specific Gravity 3 2.420
Average Bulk Specific Gravity 2.422

Test 4 of 5

DIME Test ID: 2023-03-15-15-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/13/2023
Date Tested: 03/21/2023
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: JMF-01
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.3 %
Percent Air Voids Average 4.2 %

Test 5 of 5

DIME Test ID: 2023-03-15-15-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/13/2023
Date Tested: 03/22/2023
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: 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) 5.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.99 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0