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Sample Record for 2023-08-11-8

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Project Information

Project ID: 214135 DEA: 09213404 EFIS: 0900000030 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes

Sample Information

DIME Sample ID: 2023-08-11-8
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: 08/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2023
The quantity of what the sample constitutes: 2060 TONS
A brief description of the sample: HMA 28 - Sta 702+50 NL #1 Lane + Shoulder 3rd Lift
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: WMA SP PG70 10

Test Results

Test 1 of 1

DIME Test ID: 2023-08-11-8-1
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: 08/17/2023
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-28
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 4248.4 g
Mass of the specimen and specimen basket assembly prior to ignition 6354.5 g
Mass of HMA Sample prior to ignition 2106.1 g
Corrected Asphalt Binder Content 4.90 %
Mass Loss 98.0 g
Mass of aggregate remaining after ignition 2008.1 g
Correction Factor (Percent by mass of HMA Specimen) -0.25 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C