Summary for Test 2023-12-27-38-6
Test performed: ASTM D8225-19Project 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: 2023-12-27-38-6
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: 2025-02-21
Test Results
Number of specimens: 6
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 02/07/2024
| 1 | 2 | 3 | 4 | 5 | 6 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|---|
| CT 320 Reheat 2 hours at 135C | |||||||||
| None | |||||||||
| 25 C | |||||||||
| Condition Chamber | |||||||||
| 6.9 % | 7.1 % | 7.2 % | 7.1 % | 6.8 % | 7.0 % | 7 % | 0.1 | 1 % | |
| 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 | |||
| 3.5 mm | 3.9 mm | 3.7 mm | 3.4 mm | 3.4 mm | 3.7 mm | 3.6 mm | 0.2 | 6 % | |
| 18.3 kN | 17.5 kN | 17.7 kN | 18.2 kN | 19.4 kN | 18.9 kN | 18.3 kN | 0.7 | 4 % | |
| 5540276 N/m | 5032295 N/m | 4696696 N/m | 6027711 N/m | 7026184 N/m | 6521234 N/m | 5807400 N/m | 888745 | 15 % | |
| 7957 Joules/m^2 | 8293 Joules/m^2 | 8371 Joules/m^2 | 7534 Joules/m^2 | 8522 Joules/m^2 | 8425 Joules/m^2 | 8184 Joules/m^2 | 372 | 5 % | |
| 74 Joules | 77 Joules | 78 Joules | 70 Joules | 79 Joules | 78 Joules | 76 Joules | 3.4 | 4 % | |
| 33.0 | 43.0 | 44.0 | 28.0 | 28.0 | 32.0 | 35 | 7 | 20 % | |
| 181.5 psi | 174.2 psi | 175.9 psi | 180.5 psi | 192.2 psi | 187.7 psi | 182 psi | 6.9 | 4 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2025 ✔