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Sample Record for 2023-08-22-36

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

Project Information

Project ID: 995017 DEA: 09392604 EFIS: 0922000035 QA Service Level: 1
DIST-CO-RTE-PM: 09--14-35.5/37.1
Work Description: Cold plane AC pavement and place RHMA-G.
Location Description: IN KERN COUNTY ABOUT 19 MILES EAST OF MOJAVE FROM ROGERS ROAD TO 0.5 MILE EAST OF REDROCK RANDSBURG ROAD.
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-22-36
TL Number from the TL Form:
Sample Submitted By Organization: NV5 — Bakersfield
Sample Organization Contact: 1 (661) 546-5935
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2023
The quantity of what the sample constitutes: 1500 tons to 1796.74 total tons
A brief description of the sample: 1/2" Rubberized Hot Mix
From where was the sample collected: Supplier
Laboratory sample identification: HMA3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: GRF2012RHMALSM

Test Results

Test 1 of 1

DIME Test ID: 2023-08-22-36-1
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: 08/28/2023
Date Tested: 08/28/2023
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: RHMA-03
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 4243.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6088.2 g
Mass of HMA Sample prior to ignition 1844.7 g
Corrected Asphalt Binder Content 7.64 %
Mass Loss 144.2 g
Mass of aggregate remaining after ignition 1700.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.18 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C