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Sample Record for 2024-10-25-15

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

Project Information

Project ID: 215771 DEA: 09367504 EFIS: 0916000032 QA Service Level: 1
DIST-CO-RTE-PM: 09--5756-NA
Work Description: Building work, hot mix asphalt (type A)
Location Description: IN KERN COUNTY IN TEHACHAPI AT THE TEHACHAPI HIGHWAY MAINTENANCE STATION AT 305 INDUSTRIAL PARKWAY
Contractor Name: BOWE CONTRACTORS INC.
Contractor Address: 609 Bailey Ct, Tehachapi, CA 93561
Resident Engineer: Raj Bharathan Structure Rep.: Alex Naime

Sample Information

DIME Sample ID: 2024-10-25-15
TL Number from the TL Form: 4490
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: 10/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A-SP PG58-34M R25
From where was the sample collected: Source
Laboratory sample identification: HMA-7 SL-8
Structure unique identifier:
Structure name: Tehachapi Maintenance Station
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:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-10-25-15-1
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: 10/31/2024
Date Tested: 10/29/2024
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-7 SL-8
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 2037.3 grams
Mass of container filled with the sample and water for Sample 1 8548.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.55
Theoretical maximum density at 25°C (77°F) 158.7 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-10-25-15-2
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: 10/31/2024
Date Tested: 10/29/2024
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-7 SL-8
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 4273.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6383.2 g
Mass of HMA Sample prior to ignition 2109.7 g
Corrected Asphalt Binder Content 4.65 %
Mass Loss 101.3 g
Mass of aggregate remaining after ignition 2008.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.15 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C