Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993118 DEA: 101C3304 EFIS: 1014000146
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-205-R4.6/R9.0
Work Description: Widening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location Description: On state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
Contractor Name: Bay Cities Paving & Grading Inc.
Contractor Address: 1450 Civic Ct., Bldg B #400, Concord, CA 94520
Resident Engineer: Chris Hanson Structure Rep.: Ron Matin
DIME Sample ID: 2023-06-07-50
TL Number from the TL Form: 994674
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-89
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis
DIME Test ID: 2023-06-07-50-1
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: 06/16/2023
Date Tested: 06/08/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
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
|
2007.0 g
|
Corrected Asphalt Binder Content
|
5.29 %
|
Mass Loss
|
129.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.03 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.15 %
|
Test Temperature
|
538 C
|