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Sample Record for 2023-05-30-9

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994288 DEA: 042G7404 EFIS: 0400021215 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-185-9.8/10.1
Work Description: REMOVE AND CONSTRUCT CONCRETE CURB RAMPS, DRIVEWAYS AND SIDEWALKS.
Location Description: ALAMEDA COUNTY IN OAKLAND FROM 55TH AVENUE TO 50TH AVENUE.
Contractor Name: Ghilotti Bros Inc. (Alex Parrilla)
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Kenny Tsan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-30-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2023
The quantity of what the sample constitutes: 30
A brief description of the sample: 3/4 WHMA-A + 25% RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gallagher and Burk Materials -Oakland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: MD 6742
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-30-9-2
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: 06/02/2023
Date Tested: 06/02/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
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 the specimen basket assembly 3020.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5100.4 g
Mass of HMA Sample prior to ignition 2079.7 g
Corrected Asphalt Binder Content 4.97 %
Mass Loss 125.4 g
Mass of aggregate remaining after ignition 1954.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.93 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C