Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994803 DEA: 043J0704 EFIS: 0415000077
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-10.1/13.5
Work Description: Remove PCC and AC, place PCP and AC Resurfacing.
Location Description: Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
Contractor Name: VANGUARD CONSTRUCTION, INC.
Contractor Address: 651 ENTERPRISE CT, LIVERMORE, CA 94550
Resident Engineer: Ta Seng Structure Rep.: Unknown
DIME Sample ID: 2023-08-20-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2023
The quantity of what the sample constitutes: N/A
A brief description of the sample: 1/2-INCH HMA-SP Type A 15%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: County Asphalt Batch Plant
DIME Test ID: 2023-08-20-9-2
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: 09/21/2023
Date Tested: 08/20/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: LOT 2 SUBLOT 3
County Asphalt Batch Plant
15%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
|
1824.0 g
|
Corrected Asphalt Binder Content
|
1.68 %
|
Mass Loss
|
125.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
5.04 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.16 %
|
Test Temperature
|
538 C
|