Summary for Test 2023-07-21-105-3
Test performed: ASTM D8360-22Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/21/2023 | Sample Unique Key | 105 |
|---|---|---|---|
| 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 | 07/21/2023 |
| Sample type | Informational | A brief description of the sample | 1/2" HMA - A |
| The quantity of what the sample constitutes | 24 boxes of HMA, 2 quarts of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | Erik | Last name of sampler or witnessed by | Svensson |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 024-004 | Linked DIME Sample ID | 2023-07-21-104 |
| The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-07-21-105
DIME Test ID: 2023-07-21-105-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: ASTM D8360-22: Standard Test Method for Determination of Rutting Tolerance Index of Asphalt Mixture Using the Ideal Rutting Test (Rutting Tolerance)
Test Release Date: 2024-01-23
Test Results
Number of specimens: 6
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 01/22/2024
| 1 | 2 | 3 | 4 | 5 | 6 | |
|---|---|---|---|---|---|---|
| 50.0 °C | ||||||
| SGC | ||||||
| 6.8 % | 6.6 % | 6.9 % | 6.5 % | 6.8 % | 6.8 % | |
| 0.0620 m | 0.0620 m | 0.0620 m | 0.0620 m | 0.0620 m | 0.0620 m | |
| 0.1500 m | 0.1500 m | 0.1500 m | 0.1500 m | 0.1500 m | 0.1500 m | |
| 7120.0 N | 7600.0 N | 7470.0 N | 7960.0 N | 7670.0 N | 7660.0 N | |
2140449 Pa | 2284749 Pa | 2245668 Pa | 2392974 Pa | 2305793 Pa | 2302787 Pa | |
141.7 | 151.2 | 148.6 | 158.4 | 152.6 | 152.4 | |
150.8 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2024 ✔