Summary for Test 2021-04-01-38-5
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 | 04/01/2021 | 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 | 04/01/2021 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A w/15% RAP |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Teichert Personnel (SAMPLER) | Last name of sampler or witnessed by | Brad McKeehan (WITNESS) |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | JMF21-020C | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Teichert - Hallwood Plant | Transportation Laboratory (TL) Number | C706329 |
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
DIME Sample ID: 2021-04-01-38
DIME Test ID: 2021-04-01-38-5
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: 2021-06-09
Test Results
Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/12/2021
Specimen Treatment: Untreated
Average Dry Tensile Strength: 148 psi
Average Wet Tensile Strength: 127 psi
Tensile Strength Ratio: 0.86
General comments (publicly viewable) (Max 1000 characters): JMF21-020C.
Test was verified on 6/9/2021 ✔