Summary for Test 2019-04-17-2-34
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213470 DEA: 06394604 EFIS: 0600020595 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-269-10.6/12.4 |
| Award Date | 11/02/2018 |
| Closeout Date | 10/15/2020 |
| Work Description | REPLACE BRIDGES AND RECONSTRUCT ROADWAY. |
| Location Description | FRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198 |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/17/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/22/2019 | Sample type | Quality Assurance |
| A brief description of the sample | Flash Welded Rebar Hoops | The quantity of what the sample constitutes | 12 Lots |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Russell |
| Last name of sampler or witnessed by | Lynch | Title of sampler | |
| Telephone number of sampler | 3609216934 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | TNT Rebar | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | L96-064-19 | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Rebar Heat Number(s) | 4083637 |
| Hoop Manufacturer Lot Number(s) | 13A,14A,15A,16A,17A,22A,23A,25A,26A,27A,29A,3 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | 5 |
| Diameter of Hoop | 1'-4" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | CMC |
| Welding Company | TNT Rebar | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
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DIME Sample ID: 2019-04-17-2
DIME Test ID: 2019-04-17-2-34
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: 2019-05-06
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/26/2019
UTM: 400KIP
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 29 | #5/16mm | 0.31 | 28630 | 92350 | 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 4/29/2019 ✔