Summary for Test 2023-09-24-5-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 4844 DEA: 080C8504 MINOR: 08A1357 |
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DIST-CO-RTE-PM | 08-SBD-10-32.4/R35.2 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 2 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 09/24/2023 | Sample Unique Key | 5 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/25/2023 |
Sample type | Acceptance | A brief description of the sample | 3/4" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 4 BOXES OF RHMA | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0492G-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | MM-Lake Elsinore | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
---|---|---|---|
HMA Grading | 3/4 inch | Lot number | 3 |
Sublot number | 11 | HMA Mix Number | 53418180 |
Test Details
DIME Sample ID: 2023-09-24-5
DIME Test ID: 2023-09-24-5-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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)
Test Release Date: 2023-10-04
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 09/26/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2132.4 g
Mass Loss: 163.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.19 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔