Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994265 DEA: 043K4404 EFIS: 0417000161
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R1.0/R9.0
Work Description: INSTALL SAFETY LIGHTING AND APPLY HIGH FRICTION SURFACE TREATMENT.
Location Description: CONTRA COSTA COUNTY FROM EAST HERCULES UNDERPASS TO 0.2 MILE WEST OF PINE STREET OVERCROSSING
Contractor Name: O.C. Jones & Sons, Inc. (Eric Ronning & David Rojas)
Contractor Address: 1520 FOURTH STREET, Berkeley, CA 94710
Resident Engineer: Pervez Randhawa Structure Rep.: John K. Parecadan
DIME Sample ID: 2023-04-24-12
TL Number from the TL Form: C727208
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: 04/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2023
The quantity of what the sample constitutes: 1 RAP bag
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_343
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
DIME Test ID: 2023-04-24-12-1
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: 04/26/2023
Date Tested: 04/25/2023
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: RAP
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3153.7 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4600.1 g
|
Mass of HMA Sample prior to ignition
|
1446.4 g
|
Corrected Asphalt Binder Content
|
5.54 %
|
Mass Loss
|
82.5 g
|
Mass of aggregate remaining after ignition
|
1363.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.16 %
|
Test Temperature
|
482 C
|