Summary for Test 2024-06-25-61-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994116 DEA: 010J4104 EFIS: 0119000025 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/33.4 |
| Award Date | 11/23/2022 |
| Closeout Date | Not set |
| Work Description | Project Name: HUM-299 Curve Improvement |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE |
| QA Service Level | 1 (Verified on 07/29/2022) |
Sample Information
| Sample Taken Date | 06/25/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 06/25/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A 15% RAP PG 64-16 |
| The quantity of what the sample constitutes | 750 Tons | 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 | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kernen | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number |
Test Details
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DIME Sample ID: 2024-06-25-61
DIME Test ID: 2024-06-25-61-1
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: 2024-06-28
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jamie Kelley
Date of test: 06/26/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2250 g
Mass Loss: 138.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.92 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.22 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2024 ✔