Summary for Test 2019-05-09-2-10
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 |
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DIST-CO-RTE-PM | 02-MOD-299-0.5/1.0 |
Award Date | 12/20/2018 |
Closeout Date | 11/15/2021 |
Work Description | Butte and Ash Creek Bridge Replacement |
Location Description | Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin |
QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
Sample Taken Date | 05/09/2019 | 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 | 05/13/2019 |
Sample type | Quality Assurance | A brief description of the sample | Resistance Butt Welded Hoops |
The quantity of what the sample constitutes | 7 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 | QAI | Telephone number of sampler | 3609216934 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | RKR Steel Welding | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | L96-075-19 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
---|---|---|---|
Service or Ultimate | Ultimate | Rebar Heat Number(s) | 40832535 |
Hoop Manufacturer Lot Number(s) | Lots 1 thru 7 | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Size | 6 |
Diameter of Hoop | 1'-11" | Epoxy Coated | No |
Epoxy Coating Color | NA | Rebar Manufacturer | CMC |
Welding Company | RKR Steel Welding | Coating Standards | Uncoated |
Weld Type | Flash Welded |
Test Details
DIME Sample ID: 2019-05-09-2
DIME Test ID: 2019-05-09-2-10
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: 2019-05-22
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/15/2019
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 | 7 | #6/19mm | 0.44 | 41280 | 93820 | 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 5/15/2019 ✔