Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-10-20-38
TL Number from the TL Form: 764455
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: 10/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2023
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: 23-259
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Rio Linda
DIME Test ID: 2023-10-20-38-1
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
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
3969.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6031.7 g
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Mass of HMA Sample prior to ignition
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2062.5 g
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Corrected Asphalt Binder Content
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7.79 %
|
Mass Loss
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167.6 g
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Mass of aggregate remaining after ignition
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1894.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
|