Summary for Test 2019-03-13-15-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/13/2019 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 03/27/2019 |
| Sample type | Verification | A brief description of the sample | Boxes of HMA, Cans of Asphalt and LAS |
| The quantity of what the sample constitutes | 1/4 of Section 39 JMF verification samples | From where was the sample collected | Other |
| First name of sampler or witnessed by | Brent | Last name of sampler or witnessed by | Barber |
| Title of sampler | Field Inspector | Telephone number of sampler | 805-4410187 |
| Laboratory sample identification | 19-J-015 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Papich Paso Robles | Transportation Laboratory (TL) Number | D5 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | N/A | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-03-13-15
DIME Test ID: 2019-03-13-15-5
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: 2019-04-22
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Andrew Uribe
Date of test: 03/13/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 284 psi
Average Wet Tensile Strength: 204 psi
Tensile Strength Ratio: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/22/2019 ✔