Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994120 DEA: 040J6314 EFIS: 0421000252
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-21.2/22.6
Work Description: ROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
Contractor Name: Bay Cities Paving & Grading (David Jimenez)
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Noel Aquino Structure Rep.: Unknown
DIME Sample ID: 2023-08-11-52
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: 08/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 6
A brief description of the sample: 1/2-INCH HMA Types A and B W/12%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernanlis -Tracy Drum Plant
DIME Test ID: 2023-08-11-52-6
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: 09/08/2023
Date Tested: 08/18/2023
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: LOT 1 SUBLOT 6
Drum Plant 12%RAP
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
|
1767.9 g
|
Corrected Asphalt Binder Content
|
1.17 %
|
Mass Loss
|
118.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
5.41 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.12 %
|
Test Temperature
|
538 C
|