Summary for Test 2018-02-27-24-4
Test performed: AASHTO T283-14Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/27/2018 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 02/27/2018 |
| Sample type | Quality Control | A brief description of the sample | 1/2 HMA |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SPM-Templeton | Transportation Laboratory (TL) Number | 18-J-006 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2018-02-27-24
DIME Test ID: 2018-02-27-24-4
Testing Lab: Sierra Pacific Materials
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2019-02-24
Test Results
Input Type: Calculated
Tester's full name: unknown
Date of test: 03/22/2018
Specimen Treatment: no data
Average Dry Tensile Strength: 280 psi
Average Wet Tensile Strength: 223 psi
Tensile Strength Ratio: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/24/2019 ✔