Summary for Test 2021-01-21-18-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
| Award Date | 10/31/2019 |
| Closeout Date | 08/03/2023 |
| Work Description | Construct bridge, realign curve & widen shoulders. |
| Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
| QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
| Sample Taken Date | 01/21/2021 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 01/22/2021 |
| Sample type | Quality Assurance | A brief description of the sample | Erico Lenton Stander Couplers |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Kaveh | Last name of sampler or witnessed by | Aladini |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Nucor Erico | Transportation Laboratory (TL) Number | C |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Service | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Nucor |
| Coupler Manufacturer | Erico Lenton | Intermediate Assembler or Fabricator | |
| Rebar Size | #10 | Coupler Model | EL32A2 |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | L9617 | Rebar Heat Number(s) | 3500014902 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-01-21-18
DIME Test ID: 2021-01-21-18-2
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2021-01-25
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/22/2021
UTM: 400kip
Temperature: 72.00 f
Halo ID:
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | No. 10/32mm | 1 | 0 | 1.27 | 120680 | 95024 | Service Splice | fsaylor |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 1/25/2021 ✔