Summary for Test 2023-12-27-38-7
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 |
|---|---|---|---|
| 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 | 024-016 | 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: 2023-12-27-38-7
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: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: Glenn Bradley
Date of test: 02/22/2024
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| CT 320 Reheat 2 hours at 135C | ||||||||
| CT 320 20 hours at 100C | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 6.7 % | 7.0 % | 7.2 % | 7.2 % | 6.7 % | 7 % | 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 | |||
| 3.0 mm | 3.1 mm | 3.0 mm | 3.1 mm | 3.1 mm | 3.1 mm | 0.1 | 3 % | |
| 22.3 kN | 21.5 kN | 21.1 kN | 22.4 kN | 22.7 kN | 22 Joules | 0.7 | 3 % | |
| 9487999 N/m | 8363493 N/m | 8054707 N/m | 7249845 N/m | 8428455 N/m | 8316900 N/m | 805208 | 10 % | |
| 8216 Joules/m^2 | 8071 Joules/m^2 | 8043 Joules/m^2 | 8483 Joules/m^2 | 8859 Joules/m^2 | 8334 Joules/m^2 | 341 | 4 % | |
| 76 Joules | 75 Joules | 75 Joules | 79 Joules | 82 Joules | 77.4 Joules | 3 | 4 % | |
| 17.0 | 20.0 | 20.0 | 24.0 | 21.0 | 20 | 3 | 15 % | |
| 221.7 psi | 213.0 psi | 209.5 psi | 222.1 psi | 225.3 psi | 218.3 psi | 6.7 | 3 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2025 ✔