Summary for Test 2023-07-21-105-2
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: 2023-07-21-105-2
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: 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 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|---|
| 25 C | |||||||||
| Condition Chamber | |||||||||
| 6.9 % | 6.7 % | 7.2 % | 7.4 % | 7.3 % | 7.2 % | 7.1 % | 0.3 | 4 % | |
| 62.0 mm | 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 | 150.0 mm | 150 mm | |||
| 3.8 mm | 3.4 mm | 3.2 mm | 3.5 mm | 3.2 mm | 3.3 mm | 3.4 mm | 0.2 | 6 % | |
| kN | kN | kN | kN | kN | kN | Joules | % | ||
| 5353895 N/m | 6044736 N/m | 7496444 N/m | 6393935 N/m | 7451232 N/m | 6178623 N/m | 6486480 N/m | 840476 | 13 % | |
| 8345 Joules/m^2 | 6964 Joules/m^2 | 6740 Joules/m^2 | 6799 Joules/m^2 | 6965 Joules/m^2 | 7143 Joules/m^2 | 7159 Joules/m^2 | 598 | 8 % | |
| 77.6 Joules | 64.8 Joules | 62.7 Joules | 63.2 Joules | 64.8 Joules | 66.4 Joules | 66.6 Joules | 5.6 | 8 % | |
| 40.0 | 26.0 | 19.0 | 25.0 | 20.0 | 25.0 | 26 | 8 | 31 % | |
| 175.0 psi | 175.0 psi | 169.3 psi | 170.3 psi | 182.2 psi | 178.3 psi | 175 psi | 4.8 | 3 % | |
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Test was verified on 1/23/2024 ✔