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Sample Record for 2023-10-19-35

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Project Information

Project ID: 994561 DEA: 032G8604 EFIS: 0322000250 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-R19.0/24.5
Work Description: RHMA, COLD PLANE AC PVMT, & MODIFYING TRAFFIC MONITORING STATIONS.
Location Description: PLACER COUNTY 0.6 MILE EAST OF AUBURN FROM 0.1 MILE EAST OF RUSSELL ROAD OVERCROSSING TO 1.1 MILES EAST OF PLACER HILLS OVERCROSSING
Contractor Name: GEORGE REED, INC.
Contractor Address: 2520 Warren Dr Rocklin CA 95677
Resident Engineer: Justing Kunert Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-19-35
TL Number from the TL Form: 764454
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023
The quantity of what the sample constitutes: 750
A brief description of the sample: 1/2" RHMA-O
From where was the sample collected: Source
Laboratory sample identification: 764454
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Rio Linda

Material Information

HMA Type: Not Applicable
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: RL 12RHMAO 2023
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-19-35-1
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: 11/01/2023
Date Tested: 10/31/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
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 4059.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6075.6 g
Mass of HMA Sample prior to ignition 2015.8 g
Corrected Asphalt Binder Content 7.44 %
Mass Loss 156.8 g
Mass of aggregate remaining after ignition 1859.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C