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Sample Record for 2023-08-25-51

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

Project Information

Project ID: 995153 DEA: 051P7604 EFIS: 0522000104 QA Service Level: 1
DIST-CO-RTE-PM: 05---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-25-51
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2023
The quantity of what the sample constitutes: 2 Boxes, Aggregate, Binder
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 023-064
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Avenal

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 11
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: 2023-08-25-51-1
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: 09/18/2023
Date Tested: 09/18/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4199.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5869.3 g
Mass of HMA Sample prior to ignition 1669.5 g
Corrected Asphalt Binder Content 7.68 %
Mass Loss 148.5 g
Mass of aggregate remaining after ignition 1521 g
Correction Factor (Percent by mass of HMA Specimen) 1 %
Moisture Content no data0 %
Temperature Compensation Factor 0.21 %
Test Temperature 538 C