Summary for Test 2024-04-01-20-1
Test performed: ASTM D8225-19Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 04/01/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2024 | Sample type | Quality Control |
| A brief description of the sample | 1/2 RHMA-G PG64-16 Valero | The quantity of what the sample constitutes | 1000 tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Rongzong |
| Last name of sampler or witnessed by | Wu | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | UCPRC | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Perkins Batch Plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | L10000616 | |
| Structure unique identifier | 03-SAC-5-32.74 | Structure name | Sac 50 Design Build |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 100 |
| Sublot number | 2 | HMA Mix Number | 1234567 |
| 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: 2024-04-01-20
DIME Test ID: 2024-04-01-20-1
Testing Lab: UC Pavement Research Center - Davis
Test Method: ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate Temperature
Test Release Date: 2024-10-17
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Calculated
Tester's full name: Yu, Justin
Date of test: 08/23/2024
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 6.7 % | 6.7 % | 7.4 % | 7.4 % | 6.8 % | % | % | ||
| 94.9 mm | 94.9 mm | 95.1 mm | 95.2 mm | 95.0 mm | mm | |||
| 150.1 mm | 150.3 mm | 150.1 mm | 150.0 mm | 150.1 mm | mm | |||
| 4.1 mm | 3.7 mm | 3.7 mm | 4.7 mm | 4.2 mm | mm | % | ||
| 33.3 kN | 31.1 kN | 31.4 kN | 32.4 kN | 29.2 kN | kN | % | ||
| 15889040 N/m | 7434331 N/m | 10157414 N/m | 6954464 N/m | 14016911 N/m | N/m | % | ||
| 8884 Joules/m^2 | 8217 Joules/m^2 | 8393 Joules/m^2 | 10082 Joules/m^2 | 7703 Joules/m^2 | Joules/m^2 | % | ||
| 82.6567 Joules | 76.5574 Joules | 78.089 Joules | 93.7724 Joules | 71.6716 Joules | Joules | % | ||
| 15.2 | 27.3 | 20.6 | 45.1 | 15.4 | % | |||
| 1.5 psi | 1.4 psi | 1.4 psi | 1.4 psi | 1.3 psi | psi | % | ||
General comments (publicly viewable) (Max 1000 characters): Load Rate
Test was verified on 10/17/2024 ✔