Summary for Test 2020-05-13-35-5
Test performed: AASHTO T283-14Project Information
Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
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DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
Award Date | 10/31/2019 |
Closeout Date | 08/03/2023 |
Work Description | Construct bridge, realign curve & widen shoulders. |
Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
Sample Taken Date | 05/13/2020 | Sample Unique Key | 35 |
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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 | Kenny | Last name of sampler or witnessed by | McHugh |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert Hallwood | Transportation Laboratory (TL) Number | C741853 |
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
DIME Sample ID: 2020-05-13-35
DIME Test ID: 2020-05-13-35-5
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: 2020-11-13
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/22/2020
Specimen Treatment: Untreated
Average Dry Tensile Strength: 187 psi
Average Wet Tensile Strength: 152 psi
Tensile Strength Ratio: 81
General comments (publicly viewable) (Max 1000 characters): JMF20-020
Test was verified on 11/13/2020 ✔