Summary for Test 2021-04-07-6-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215673 DEA: 031J9204 EFIS: 0321000148 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-15.43/15.43, 15.43 |
| Award Date | 03/17/2021 |
| Closeout Date | 01/18/2022 |
| Work Description | Butte 70 Girders Repair - Major Damage Restoration |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 04/07/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/09/2021 | Sample type | Quality Assurance |
| A brief description of the sample | D250L Bar Lock Coupler | The quantity of what the sample constitutes | 500 couplers |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Justin |
| Last name of sampler or witnessed by | Wood | Title of sampler | RE |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | C and N Rebar Yard | |
| Transportation Laboratory (TL) Number | C0001 | 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 | Dayton Superior | Intermediate Assembler or Fabricator | |
| Rebar Size | #11 | Coupler Model | D250L Bar Lock |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | MM20102405 186361 | Rebar Heat Number(s) | 489820 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-04-07-6
DIME Test ID: 2021-04-07-6-1
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2021-04-09
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/09/2021
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. 11/36mm | 1 | 0 | 1.56 | 249 | 160 | bewing |
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 4/9/2021 ✔