Summary for Test 2020-05-18-1-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 05/18/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/25/2020 | Sample type | Quality Assurance |
| A brief description of the sample | 3'-10" Ø Welded Hoops | The quantity of what the sample constitutes | Lot 1 (150) |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Rigoberto |
| Last name of sampler or witnessed by | Marin | Title of sampler | QAI |
| Telephone number of sampler | 951-500-0685 | 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 | L133-083-20 | |
| 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) | 2020440 |
| Hoop Manufacturer Lot Number(s) | Lot 1 | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Size | #6 |
| Diameter of Hoop | 3'-10" | Epoxy Coated | No |
| Epoxy Coating Color | NA | Rebar Manufacturer | Vinton Steel |
| Welding Company | RKR | Coating Standards | Uncoated |
| Weld Type | Flash Welded |
Test Details
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DIME Sample ID: 2020-05-18-1
DIME Test ID: 2020-05-18-1-1
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: 2020-05-21
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/21/2020
UTM: 400kip
Temperature: 72 f
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 1 | 6/19mm | 0.44 | 41986.89 | 95425 | OK Necking | fsaylor |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 5/21/2020 ✔