Summary for Test 2016-06-21-2-6
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 | 06/21/2016 | Sample Unique Key | 2 |
---|---|---|---|
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 | 06/22/2016 |
Sample type | Quality Assurance | A brief description of the sample | Flash Welded Rebar Hoops |
The quantity of what the sample constitutes | 8 | 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 | H01 H02 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Harris Rebar | Transportation Laboratory (TL) Number | C711162 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B1027216 | 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) | SE16100880 |
Hoop Manufacturer Lot Number(s) | H01 H02 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 8 |
Diameter of Hoop | 5'-0" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | Nucor |
Welding Company | Harris Rebar | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2016-06-21-2
DIME Test ID: 2016-06-21-2-6
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: 2016-06-22
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/22/2016
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 | H02 | #8/25mm | 0.79 | 74970 | 94900 | 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 6/22/2016 ✔