Summary for Test 2024-03-05-67-1
Test performed: ASTM D8225-19Project Information
| Project Identifiers | Project ID: 994869 DEA: 073237U4 EFIS: 0720000224 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150-13.3/19 |
| Award Date | 03/27/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A) AND COLD PLANE ASPHALT |
| Location Description | VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD |
| QA Service Level | 1 (Verified on 06/26/2023) |
Sample Information
| Sample Taken Date | 03/05/2024 | Sample Unique Key | 67 |
|---|---|---|---|
| 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 | 03/05/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Type-A Virgin nSSP |
| The quantity of what the sample constitutes | 48 buckets | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | Yu |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 492MixFJMF2 | Linked DIME Sample ID | 4.92-Mix F (PG64-10, 0% RP, 0% RA)-JMF 2 |
| The fabricator/manufacturer/facility name | Vulcan Saticoy | Transportation Laboratory (TL) Number | 1765 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | JMF Hot Drop | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Not Applicable |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | JMF Submittal | |
| 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: 2024-03-05-67
DIME Test ID: 2024-03-05-67-1
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: 2024-10-02
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Calculated
Tester's full name: Jeffrey Buscheck
Date of test: 10/02/2024
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 7.0 % | 7.0 % | 7.0 % | 7.0 % | 7.0 % | % | % | ||
| 61.9 mm | 62.1 mm | 61.9 mm | 62.0 mm | 62.0 mm | mm | |||
| 149.7 mm | 149.7 mm | 149.4 mm | 149.5 mm | 149.8 mm | mm | |||
| 4.2 mm | 3.8 mm | 3.5 mm | 3.5 mm | 3.8 mm | mm | % | ||
| 15.9 kN | 17.3 kN | 19.6 kN | 19.3 kN | 19.1 kN | Joules | % | ||
| 7 N/m | 7200000 N/m | 10400000 N/m | 10700000 N/m | 11300000 N/m | N/m | % | ||
| 7061 Joules/m^2 | 6591 Joules/m^2 | 7035 Joules/m^2 | 6840 Joules/m^2 | 6470 Joules/m^2 | Joules/m^2 | % | ||
| 65.4 Joules | 61.2 Joules | 65.1 Joules | 63.4 Joules | 60.1 Joules | Joules | % | ||
| 27.0 | 22.0 | 16.0 | 15.0 | 14.0 | % | |||
| 157.9 psi | 172.2 psi | 196.1 psi | 192.6 psi | 189.4 psi | psi | % | ||
General comments (publicly viewable) (Max 1000 characters): Verifies
Test was verified on 10/2/2024 ✔