Summary for Test 2021-01-14-7-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 214227 DEA: 100Q1214 EFIS: 1014000167 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-28.2/R37.3 |
| Award Date | 12/04/2019 |
| Closeout Date | 12/05/2022 |
| Work Description | PLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM. |
| Location Description | MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE |
| QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
| Sample Taken Date | 01/14/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/15/2021 | Sample type | Quality Assurance |
| A brief description of the sample | Bar Lock Coupler | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | JO |
| Last name of sampler or witnessed by | Akabogn | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CMC Rebar Erico | |
| Transportation Laboratory (TL) Number | C10Q1214QA | 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 Rebar |
| Coupler Manufacturer | Erico | Intermediate Assembler or Fabricator | |
| Rebar Size | #11 | Coupler Model | Bar Lock |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
| Coupler Component Heat/Lot Number(s) | C0026 | Rebar Heat Number(s) | 4102989 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2021-01-14-7
DIME Test ID: 2021-01-14-7-2
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: 2021-01-19
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/19/2021
UTM: 2000kip
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. 11/36mm | 1 | 0 | 1.56 | 147591 | 94609 | 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 1/19/2021 ✔