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Sample Record for 2023-09-05-82

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Project Information

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

Sample Information

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

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 5
HMA Mix Number:

Test Results

Test 1 of 1

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
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 1584.3 g
Corrected Asphalt Binder Content 7.51 %
Mass Loss 129.0 g
Mass of aggregate remaining after ignition 1455.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.41 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.22 %
Test Temperature 538 C