Summary for Test 2022-10-21-42-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213750 DEA: 120K0224 EFIS: 1214000097 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-14.5/17.1 |
| Award Date | 03/05/2019 |
| Closeout Date | 03/13/2025 |
| Work Description | South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2019) |
Sample Information
| Sample Taken Date | 10/21/2022 | Sample Unique Key | 42 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/31/2022 | Sample type | Quality Assurance |
| A brief description of the sample | #14 Grip Twist Couplers | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | WEI JEN |
| Last name of sampler or witnessed by | Lee | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | BarSplice Cascade | |
| Transportation Laboratory (TL) Number | c22-1021D | 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 | Cascade |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | |
| Rebar Size | #14 | Coupler Model | Taper GripTwist |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | A193235 | Rebar Heat Number(s) | 130322 |
| Rebar Size 2 | Coupler Unique ID | SS-17-03 |
Test Details
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DIME Sample ID: 2022-10-21-42
DIME Test ID: 2022-10-21-42-2
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: 2022-11-07
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 11/04/2022
UTM: 2000kip
Temperature: 72.00 f
Halo ID: Large
| Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | No. 14/43mm | 1 | -0.0016 | 2.25 | 216430 | 96191 | Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 11/7/2022 ✔