Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12112113-var/var
Work Description: PAVEMENT REPAIR
Location Description:
Contractor Name: OC Jones
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-09-31
TL Number from the TL Form: C726062
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_680
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw Plant
DIME Test ID: 2023-06-09-31-1
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: 02/12/2024
Date Tested: 06/13/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
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 HMA Sample prior to ignition
|
2128.0 g
|
Corrected Asphalt Binder Content
|
4.51 %
|
Mass Loss
|
108.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.50 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.08 %
|
Test Temperature
|
538 C
|