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Sample Record for 2023-03-23-14

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

Project Information

Project ID: 994512 DEA: 043Y2804 EFIS: 0423000216 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-var/var
Work Description: REPAIR STORM-RELATED PAVEMENT DAMAGE & SETTLEMENT
Location Description:
Contractor Name: OC Jones
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-23-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2023
The quantity of what the sample constitutes: Two Boxes
A brief description of the sample: HMA Hot mix
From where was the sample collected: Manufacturer
Laboratory sample identification: C727113
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Santa Rosa

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 9
HMA Mix Number: 700SPW16
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-03-23-14-1
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: 03/29/2023
Date Tested: 03/28/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3128.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5378.4 g
Mass of HMA Sample prior to ignition 2250.2 g
Corrected Asphalt Binder Content 4.72 %
Mass Loss 133.8 g
Mass of aggregate remaining after ignition 2116.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.10 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.13 %
Test Temperature 899.6 F