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Sample Record for 2025-12-09-3

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

Project Information

Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ
Contractor Address: 1234 address, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last

Sample Information

DIME Sample ID: 2025-12-09-3
TL Number from the TL Form:
Sample Submitted By Organization: Pavement Engineering Inc.
Sample Organization Contact: (530) 224-4535
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/09/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: RHMA-G 10% RAP Training
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Doe Plant

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
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: 2025-12-09-3-1
Test Method: AASHTO T308-25: 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: 12/09/2025
Date Tested: 12/09/2025
Submitted By Organization: Pavement Engineering Inc.
Organization Address: 7610 Avianca Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96002
Organization Email: craigl@pavementengineering.com
Organization Phone: (530) 224-4535
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Corrected Asphalt Binder Content 4.18 %
Mass of HMA Sample prior to ignition 2045.3 g
Mass Loss 92.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F