Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994862 DEA: 051P5604 EFIS: 0522000082
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-30.0/37.5
Work Description: Overlay with rubberized hot mix asphalt - gap graded (BWC).
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA CRUZ COUNTY NEAR DAVENPORT FROM 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD TO SAN MATEO COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION CO., INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Martin Jordan Structure Rep.: Unknown
DIME Sample ID: 2023-09-05-82
TL Number from the TL Form: C1208231
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/11/2023
The quantity of what the sample constitutes: 2 Boxes RHMA-G
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 023-096
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas
DIME Test ID: 2023-09-05-82-1
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: 12/21/2023
Date Tested: 12/20/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4201.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5785.7 g
|
Mass of HMA Sample prior to ignition
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1584.3 g
|
Corrected Asphalt Binder Content
|
7.51 %
|
Mass Loss
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129.0 g
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Mass of aggregate remaining after ignition
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1455.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
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0.41 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.22 %
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Test Temperature
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538 C
|