Summary for Test 2019-06-13-1-3
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212824 DEA: 051C3704 EFIS: 0512000135 |
---|---|
DIST-CO-RTE-PM | 05-SLO-101-16.4 |
Award Date | 11/20/2018 |
Closeout Date | 08/23/2021 |
Work Description | PISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K) |
Location Description | IN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE |
QA Service Level | 1 (Verified on 01/29/2019) |
Sample Information
Sample Taken Date | 06/13/2019 | Sample Unique Key | 1 |
---|---|---|---|
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 | 06/13/2019 |
Sample type | Quality Assurance | A brief description of the sample | Flash Welded Rebar Hoops |
The quantity of what the sample constitutes | 150 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Carpenter |
Title of sampler | QA | Telephone number of sampler | 415-608-1742 |
Laboratory sample identification | H03 | Linked DIME Sample ID | 2019-06-11-5 |
The fabricator/manufacturer/facility name | Harris Rebar Evraz | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B24-012-19 | Structure unique identifier | |
Structure name | Bridge Bent Retro |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Service | Rebar Heat Number(s) | 13500003722 |
Hoop Manufacturer Lot Number(s) | H03 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 6 |
Diameter of Hoop | 2'-6" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | Evraz |
Welding Company | Harris Rebar | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2019-06-13-1
DIME Test ID: 2019-06-13-1-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Test Release Date: 2019-06-18
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/18/2019
UTM: 400KIP
Temperature: 72 F
Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|
1 | 3 | H03 | #6/19mm | 0.44 | 46180 | 104950 | Bar Broke | Brian |
General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 6/18/2019 ✔