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Sample Record for 2023-06-26-40

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Project Information

Project ID: 993234 DEA: 051H0004 EFIS: 0516000011 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.1/L4.3
Work Description: PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-26-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023
The quantity of what the sample constitutes: 665.79 Tons
A brief description of the sample: .50 HMA-O
From where was the sample collected: Source
Laboratory sample identification: 0626232000
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granterock Aromas Batch

Material Information

HMA Type: OGFC
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 399

Test Results

Test 1 of 1

DIME Test ID: 2023-06-26-40-1
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: 06/28/2023
Date Tested: 06/26/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
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 1502.7 g
Corrected Asphalt Binder Content 4.77 %
Mass Loss 80.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.59 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C