Summary for Test 2017-02-02-4-1
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 211595 DEA: 060H6424 EFIS: 0614000266 |
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DIST-CO-RTE-PM | 06-KER-99-49.6 |
Award Date | 11/03/2016 |
Closeout Date | 08/29/2018 |
Work Description | CONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE. |
Location Description | KERN COUNTY IN MCFARLAND AT KERN AVENUE PEDESTRIAN OVERCROSSING |
QA Service Level | 1 (Verified on 10/07/2016) |
Sample Information
Sample Taken Date | 02/02/2017 | Sample Unique Key | 4 |
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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 | 02/10/2017 |
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 | Tory | Last name of sampler or witnessed by | Mclaurin |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | RKR Steel Welding | Transportation Laboratory (TL) Number | C953181 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L6701517 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Authorization Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Rebar Heat Number(s) | PL16202168 |
Hoop Manufacturer Lot Number(s) | 1, 2 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 6 |
Diameter of Hoop | 3'-0" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | RKR |
Welding Company | RKR Steel Welding | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2017-02-02-4
DIME Test ID: 2017-02-02-4-1
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: 2017-02-21
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 02/13/2017
UTM: 400KIP
Temperature: 72 F
Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|
1 | 1 | 1 | #6/19mm | 0.44 | 45110 | 102520 | 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 2/14/2017 ✔