Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210836 DEA: 101C2204 EFIS: 1014000103
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,SJ,STA,TUO-5,99,108,120,152,205-Varies
Work Description: TMS ELEMENT UPGRADES TMS, RWIS AND FO
Location Description: IN MERCED, SAN JOAQUIN, STANISLAUS AND TUOLUMNE COUNTIES ON STATE ROUTES 99, 108, 120, 152 AND ON INTERSTATES 5 AND 205
Contractor Name: ST. FRANCIS ELECTRIC
Contractor Address: 975 Carden Street, San Leandro, CA 94577
Resident Engineer: Quan Trinh Structure Rep.: George Samuel
DIME Sample ID: 2023-06-07-53
TL Number from the TL Form: 994026
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: 2 boxs
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-91
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis
DIME Test ID: 2023-06-07-53-1
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: 06/09/2023
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
|
2074.0 g
|
Corrected Asphalt Binder Content
|
5.51 %
|
Mass Loss
|
13.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.03 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
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538 C
|