Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
DIME Sample ID: 2024-04-18-63
TL Number from the TL Form:
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: 04/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2024
The quantity of what the sample constitutes: 2261.2 Grams
A brief description of the sample: 3/4-INCH RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_144
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tiechert Vernallis Drier Drum Plant
DIME Test ID: 2024-04-18-63-1
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: 05/13/2024
Date Tested: 04/20/2024
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: LOT 3 SUBLOT 7
Tiechert Vernallis Drier Drum Plant
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
|
2261.2 g
|
Corrected Asphalt Binder Content
|
7.52 %
|
Mass Loss
|
188.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.67 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.13 %
|
Test Temperature
|
538 C
|