Summary for Test 2019-11-15-16-4
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 | 11/15/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 11/15/2019 |
| Sample type | Quality Control | A brief description of the sample | Laboratory-Batched 1/2-inch Type A HMA (eq. PG 64-10) |
| The quantity of what the sample constitutes | JMF Submittal | From where was the sample collected | Other |
| First name of sampler or witnessed by | Sampler First Name | Last name of sampler or witnessed by | Sampler Last Name |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | 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: 2019-11-15-16
DIME Test ID: 2019-11-15-16-4
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-11-16
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 11/15/2019
Specimen Treatment: Treated
Average Dry Tensile Strength: 150.9 psi
Average Wet Tensile Strength: 133.4 psi
Tensile Strength Ratio: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2019 ✔