Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2023-07-20-47
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 341-4165
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2023
The quantity of what the sample constitutes: 326Tons
A brief description of the sample: 3/4 HMA-A 15%RAP PG64-10
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name: NB TUL 99 N of Ave 264 Tagus
The fabricator/manufacturer/facility name: Porterville Asphalt & Rock PAI
DIME Test ID: 2023-07-20-47-1
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: 07/31/2023
Date Tested: 07/20/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2033.1 g
|
Corrected Asphalt Binder Content
|
4.72 %
|
Mass Loss
|
105.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.35 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.09 %
|
Test Temperature
|
538 F
|