Summary for Test 2020-08-18-30-6
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-- |
| Award Date | 08/08/2019 |
| Closeout Date | 02/16/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 08/18/2020 | Sample Unique Key | 30 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Verification | A brief description of the sample | Hot mix asphalt in boxes |
| The quantity of what the sample constitutes | 24 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | CT Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Bodean Mark West Quarry | 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 | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-18-30
DIME Test ID: 2020-08-18-30-6
Testing Lab: CT D04 - Hayward DME / 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: 2020-09-02
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Client
Date of test: 09/18/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 231 psi
Average Wet Tensile Strength: 206 psi
Tensile Strength Ratio: 0.89
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2020 ✔