Summary for Test 2019-07-22-2-4
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212785 DEA: 04014114 EFIS: 0414000436 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-2.1 |
| Award Date | 04/06/2018 |
| Closeout Date | 01/21/2021 |
| Work Description | CONSTRUCT MAINTENANCE BUILDING AND PARKING LOT |
| Location Description | IN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD |
| QA Service Level | 1 (Verified on 02/13/2018) |
Sample Information
| Sample Taken Date | 07/22/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/26/2019 | Sample type | Quality Assurance |
| A brief description of the sample | #4 Flash Welded Hoops | The quantity of what the sample constitutes | 3 lots |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Hitesh |
| Last name of sampler or witnessed by | Patel | Title of sampler | Quality Assurance Inspector |
| Telephone number of sampler | 9168691602 | 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 | L131-157-19 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Welded Hoops | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Rebar Heat Number(s) | 4082952 |
| Hoop Manufacturer Lot Number(s) | Lots 1, 2, and 7 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | 4 |
| Diameter of Hoop | 2'-0" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | CMC Rebar |
| Welding Company | RKR Steel Welding | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
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DIME Sample ID: 2019-07-22-2
DIME Test ID: 2019-07-22-2-4
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: 2019-07-30
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/29/2019
UTM: 400KIP
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 2 | #4/13mm | 0.2 | 18740 | 93700 | 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 7/30/2019 ✔