Summary for Test 2023-07-21-105-1
Test performed: ASTM D8225-19Project 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: 2023-07-21-105-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
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: 2024-01-23
Test Results
Number of specimens: 5
Specimen Preparation method:
Input Type: Measured
Tester's full name: Wasil Ahmad Mobariz
Date of test: 01/22/2024
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 6.7 % | 7.4 % | 7.2 % | 7.2 % | 7.2 % | 7.1 % | 0.3 | 4 % | |
| 62.0 mm | 62.0 mm | 62.0 mm | 62.0 mm | 62.0 mm | 62 mm | |||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150 mm | |||
| 2.8 mm | 2.7 mm | 2.7 mm | 2.8 mm | 2.8 mm | 2.8 mm | 0.1 | 4 % | |
| kN | kN | kN | kN | kN | Joules | % | ||
| 11720388 N/m | 8281345 N/m | 9580613 N/m | 8815619 N/m | 6716764 N/m | 9022950 N/m | 1837020 | 20 % | |
| 6637 Joules/m^2 | 7467 Joules/m^2 | 6831 Joules/m^2 | 7269 Joules/m^2 | 7891 Joules/m^2 | 7219 Joules/m^2 | 501 | 7 % | |
| 61.7 Joules | 69.4 Joules | 63.5 Joules | 67.6 Joules | 73.4 Joules | 67.1 Joules | 4.7 | 7 % | |
| 11.0 | 16.0 | 13.0 | 15.0 | 22.0 | 15 | 4 | 27 % | |
| 217.5 psi | 211.4 psi | 213.0 psi | 207.7 psi | 199.0 psi | 209.7 psi | 6.9 | 3 % | |
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Test was verified on 1/23/2024 ✔