Summary for Test 2017-03-22-1-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 03/22/2017 | 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 | 03/23/2017 |
| Sample type | Quality Assurance | A brief description of the sample | Flash Welded Rebar Hoops |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | ED | Last name of sampler or witnessed by | Fleming |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Harris Rebar | Transportation Laboratory (TL) Number | C741361 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B1014117 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Rebar Heat Number(s) | SE16104901 |
| Hoop Manufacturer Lot Number(s) | H34 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | 8 |
| Diameter of Hoop | 6'-8" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | Nucor |
| Welding Company | Harris Rebar | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2017-03-22-1
DIME Test ID: 2017-03-22-1-3
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: 2017-03-31
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 03/24/2017
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 | H34 | #8/25mm | 0.79 | 73680 | 93270 | Bar Broke | Fred |
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 3/24/2017 ✔