Summary for Test 2020-06-04-42-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 212535 DEA: 031A9204 EFIS: 0300020608 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT-20-5-11.3 |
| Award Date | 06/11/2019 |
| Closeout Date | 12/01/2021 |
| Work Description | SUTTER BYPASS WIDENING AND REHAB |
| Location Description | NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD. |
| QA Service Level | 1 (Verified on 07/23/2018) |
Sample Information
| Sample Taken Date | 06/04/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 06/05/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 " RHMA-G |
| 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 | McKeehan (WITNESS) |
| Title of sampler | KRC Personnel | Telephone number of sampler | |
| Laboratory sample identification | JMF20-023B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | KRC Hallwood | Transportation Laboratory (TL) Number | C693829 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-04-42
DIME Test ID: 2020-06-04-42-5
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: 2021-02-23
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 07/03/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 113 psi
Tensile Strength Ratio: 0.76
General comments (publicly viewable) (Max 1000 characters): JMF20-023B. Test date estimated.
Test was verified on 2/23/2021 ✔