Summary for Test 2020-05-06-41-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-13.3/R18.2 |
| Award Date | 01/02/2020 |
| Closeout Date | Not set |
| Work Description | Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK. |
| Location Description | YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 05/06/2020 | Sample Unique Key | 41 |
|---|---|---|---|
| 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 | 05/06/2020 |
| Sample type | Verification | A brief description of the sample | 3/4 inch HMA -A w/RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kenny | Last name of sampler or witnessed by | McHugh |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | 2020-05-06-40 | |
| The fabricator/manufacturer/facility name | Teichert Hallwood | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-05-06-41
DIME Test ID: 2020-05-06-41-5
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: 2020-09-04
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/14/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 165 psi
Average Wet Tensile Strength: 148 psi
Tensile Strength Ratio: 90
General comments (publicly viewable) (Max 1000 characters): JMF 20-021
Test was verified on 9/4/2020 ✔