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Sample Record for 2024-10-01-54

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

Project Information

Project ID: 1000233 DEA: 09398004 EFIS: 0923000027 QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-58-R93.0/R97.0,R139.8
Work Description: HOT MIX ASPHALT (TYPE A), & REMOVE CONCRETE PAVEMENT.
Location Description: KERN COUNTY NEAR TEHACHAPI FROM 0.2 MILE EAST OF DENNISON ROAD OVERCROSSING TO 2.2 MILES WEST OF SAND CANYON OVERHEAD BRIDGE AND NEAR BORON AT BORAX ROAD OVERCROSSING
Contractor Name: INTERSTATE CIVIL CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Hin Hartanto Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-01-54
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: 10/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A-SP PG64-16 R25
From where was the sample collected: Source
Laboratory sample identification: HMA-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant

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): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-01-54-1
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: 10/08/2024
Date Tested: 10/07/2024
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 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 2059.4 grams
Mass of container filled with the sample and water for Sample 1 8558.5 grams
Temperature of Water 76.9 °F
Specific Gravity for Sample 1 2.538
Theoretical maximum density at 25°C (77°F) 158 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-10-01-54-2
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: 10/08/2024
Date Tested: 10/07/2024
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 4252.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6297 g
Mass of HMA Sample prior to ignition 2044.5 g
Corrected Asphalt Binder Content 4.43 %
Mass Loss 99.7 g
Mass of aggregate remaining after ignition 1944.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.45 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C