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Sample Record for 2024-06-20-45

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

Project Information

Project ID: 994895 DEA: 060X2804 EFIS: 0618000049 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-60.1/66.2
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Haidar Haddadin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-20-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2024
The quantity of what the sample constitutes: 1545T
A brief description of the sample: 3/4" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 3
Sublot number: 2
HMA Mix Number: 1466s
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 1

DIME Test ID: 2024-06-20-45-1
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: 06/21/2024
Date Tested: 06/21/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
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 2853.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4962 g
Mass of HMA Sample prior to ignition 2108.4 g
Corrected Asphalt Binder Content 5 %
Mass Loss 133.2 g
Mass of aggregate remaining after ignition 1975.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C