Summary for Test 2024-05-13-62-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 |
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DIST-CO-RTE-PM | 01-DN-101-8.2/8.7 |
Award Date | 04/21/2020 |
Closeout Date | Not set |
Work Description | Panther Creek & Hunter Creek Bridges |
Location Description | DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 05/13/2024 | Sample Unique Key | 62 |
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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 | 05/14/2024 |
Sample type | Department Acceptance | A brief description of the sample | 1/2" HMA-A PG 64-16 |
The quantity of what the sample constitutes | 1 day of paving | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Huett |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 24-069 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | Transportation Laboratory (TL) Number | 637131 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2024-05-13-62
DIME Test ID: 2024-05-13-62-1
Testing Lab: CT D01 - District 1 Materials 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: 2024-05-16
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 05/11/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1720.8 g
Mass Loss: 104.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.84 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/16/2024 ✔