Summary for Test 2023-06-16-39-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215057 DEA: 010F5304 EFIS: 0116000018 |
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DIST-CO-RTE-PM | 01-HUM-299,200-R1.8,R2.7 |
Award Date | 09/02/2020 |
Closeout Date | 09/21/2023 |
Work Description | RAISE BRIDGE AND HMA PAVING |
Location Description | HUMBOLDT COUNTY NEAR ARCATA AT ROUTE 200/299 SEPARATION |
QA Service Level | 1 (Verified on 07/24/2020) |
Sample Information
Sample Taken Date | 06/16/2023 | Sample Unique Key | 39 |
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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 | 06/16/2023 |
Sample type | Acceptance | A brief description of the sample | 1/2" HMA-A R15 PG 64-16 |
The quantity of what the sample constitutes | 1 day of production | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | george | Last name of sampler or witnessed by | thorpe |
Title of sampler | Consultant Tester | Telephone number of sampler | |
Laboratory sample identification | 23-134 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Kernen | Transportation Laboratory (TL) Number | 972439 |
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 | 20 226 |
Test Details
DIME Sample ID: 2023-06-16-39
DIME Test ID: 2023-06-16-39-1
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: 2023-06-21
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 06/21/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1706.1 g
Mass Loss: 107.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.91 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.37 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2023 ✔