Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994120 DEA: 040J6314 EFIS: 0421000252
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-21.2/22.6
Work Description: ROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
Contractor Name: Bay Cities Paving & Grading (David Jimenez)
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Noel Aquino Structure Rep.: Unknown
DIME Sample ID: 2023-05-10-25
TL Number from the TL Form: C422-318
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: 05/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_409
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis
DIME Test ID: 2023-05-10-25-1
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: 05/12/2023
Date Tested: 05/12/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
3154.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5324.5 g
|
Mass of HMA Sample prior to ignition
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2170.1 g
|
Corrected Asphalt Binder Content
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5.31 %
|
Mass Loss
|
144.2 g
|
Mass of aggregate remaining after ignition
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2025.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
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1.21 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.12 %
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Test Temperature
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538 C
|