Summary for Test 2021-12-09-7-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 12/09/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2022 | Sample type | Quality Assurance |
| A brief description of the sample | #4 Double Barrel Zap Screwlok Couplers | The quantity of what the sample constitutes | 150 Couplers |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ye |
| Last name of sampler or witnessed by | Yang | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | BarSplice | |
| Transportation Laboratory (TL) Number | C1002 | 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 | CMC |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Security Paving |
| Rebar Size | #4 | Coupler Model | Double Barrel Zap Screwlok |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | 0177 | Rebar Heat Number(s) | 4112357 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-12-09-7
DIME Test ID: 2021-12-09-7-3
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: 2022-01-06
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 01/05/2022
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 | 3 | No. 4/13mm | 1 | 0 | 0.2 | 18092 | 90460 | ok necking | spaine |
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 1/6/2022 ✔