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Sample Record for 2023-10-25-9

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Project Information

Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-25-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2023
The quantity of what the sample constitutes: 800T
A brief description of the sample: 1/2 HMA Cold Feed
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan materials

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number: 15
HMA Mix Number: 13
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-25-9-1
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: 10/26/2023
Date Tested: 10/26/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 2880.0 g
Mass of the specimen and specimen basket assembly prior to ignition 4906.2 g
Mass of HMA Sample prior to ignition 2026.2 g
Corrected Asphalt Binder Content 4.37 %
Mass Loss 98.8 g
Mass of aggregate remaining after ignition 1927.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C