Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994745 DEA: 040Y2304 EFIS: 0422000258
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-0.0/5.1
Work Description: Cold plane AC pavement and place HMA (A).
Location Description: CONSTRUCTION ON STATE HIGHWAY IN NAPA COUNTY IN AND NEAR AMERICAN CANYON FROM SOLANO COUNTY LINE TO 0.4 MILE NORTH OF AIRPORT BOULEVARD.
Contractor Name: Ghilotti Bros, Inc. (JR Ramirez, Kaely Verdu, Joe Palesi)
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Paramdeep Brar Structure Rep.: Unknown
DIME Sample ID: 2023-07-17-53
TL Number from the TL Form: 930523
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: 07/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2023
The quantity of what the sample constitutes: LOT 1 SUBLOT 1
A brief description of the sample: 3/4-INCH HMA Types A and B 15%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Batch Plant
DIME Test ID: 2023-07-17-53-3
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: 09/07/2023
Date Tested: 07/19/2023
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: LOT 1 SUBLOT 1
Batch Plant 15%RAP
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
|
2055.8 g
|
Corrected Asphalt Binder Content
|
0.90 %
|
Mass Loss
|
139.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
5.77 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.12 %
|
Test Temperature
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482 C
|