Summary for Test 2020-05-13-38-5
Test performed: AASHTO T283-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 213485 DEA: 032F9804 EFIS: 0312000026 |
|---|---|
| DIST-CO-RTE-PM | 03-COL-20-31.7/32.9 |
| Award Date | 10/15/2018 |
| Closeout Date | 05/11/2022 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/13/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 05/14/2020 |
| Sample type | Verification | A brief description of the sample | 1/2 inch HMA - A w/RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeenan |
| Title of sampler | Teichert Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-020B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C778171 |
| 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: 2020-05-13-38
DIME Test ID: 2020-05-13-38-5
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2020-11-23
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/18/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 194 psi
Average Wet Tensile Strength: 176 psi
Tensile Strength Ratio: 91
General comments (publicly viewable) (Max 1000 characters): Lab MREA, Jeff Herbert, provided the Average Wet Tensile Strength * of 176 value. NOTE: this value is arbitrary, our lab does not perform this aspect of this test method.
Test was verified on 11/23/2020 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.