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Sample Record for 2024-05-09-2

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

Project Information

Project ID: 995257 DEA: 09401004 EFIS: 0924000007 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-190-9.8-68.0
Work Description: Emergency Repair from Flood Damage to State Route 190 near Olancha, CA.
Location Description: State Route 190
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kris Raber Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-09-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 1 Box of HMA
A brief description of the sample: 3/4" HMA-A-SP PG64-28M R15
From where was the sample collected: Source
Laboratory sample identification: 3890
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-05-09-2-1
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: 05/09/2024
Date Tested: 05/09/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-04
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 4245.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6460.4 g
Mass of HMA Sample prior to ignition 2215.2 g
Corrected Asphalt Binder Content 4.41 %
Mass Loss 102 g
Mass of aggregate remaining after ignition 2113.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.19 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C