Summary for Test 2019-08-16-14-4
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 | 08/16/2019 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 08/23/2019 |
| Sample type | Verification | A brief description of the sample | Aggregate, Loose Mix, Asphalt, LAS, RAP |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
| Title of sampler | MNS Consultant | Telephone number of sampler | |
| Laboratory sample identification | 19-J-045 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Papich Paso Robles | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2019-08-16-14
DIME Test ID: 2019-08-16-14-4
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2019-09-26
Test Results
Input Type: Calculated
Tester's full name: G3
Date of test: 08/23/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 241 psi
Average Wet Tensile Strength: 198 psi
Tensile Strength Ratio: 82
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/26/2019 ✔