Summary for Test 2023-12-27-38-3
Test performed: ASTM D8360-22Project Information
| Project Identifiers | Project ID: 993473 DEA: 101J1804 EFIS: 1018000133 |
|---|---|
| DIST-CO-RTE-PM | 10-MPA-140-0.0/12.0 |
| Award Date | 02/03/2022 |
| Closeout Date | 07/27/2023 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | MARIPOSA COUNTY AT AND NEAR CATHEYS VALLEY FROM MERCED COUNTY LINE TO 1.7 MILES EAST OF CATHEYS VALLEY PARK |
| QA Service Level | 1 (Verified on 12/28/2021) |
Sample Information
| Sample Taken Date | 12/27/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 024-016 | |
| Linked DIME Sample ID | 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: 2023-12-27-38
DIME Test ID: 2023-12-27-38-3
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: 2025-02-21
Test Results
Number of specimens: 5
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 03/19/2024
| 1 | 2 | 3 | 4 | 5 | ||
|---|---|---|---|---|---|---|
| 25.0 °C | ||||||
| SGC | ||||||
| 6.5 % | 6.8 % | 6.8 % | 6.6 % | 6.8 % | ||
| 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 | ||
| 5760.0 N | 5390.0 N | 6200.0 N | 5720.0 N | 5240.0 N | ||
1731599 Pa | 1620368 Pa | 1863874 Pa | 1719574 Pa | 1575274 Pa | ||
114.6 | 107.2 | 123.4 | 113.8 | 104.3 | ||
112.7 | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2025 ✔