Summary for Test 2016-11-30-1-4
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
| Award Date | 02/03/2016 |
| Closeout Date | 10/21/2020 |
| Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
| Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
| QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
| Sample Taken Date | 11/30/2016 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 11/30/2016 |
| Sample type | Quality Assurance | A brief description of the sample | Bartec Couplers |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Mann |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Nucor Dextra America | Transportation Laboratory (TL) Number | C691783 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Authorization Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Nucor |
| Coupler Manufacturer | Dextra America | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 14 | Coupler Model | Bartec |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | MM13102607 Lot C02 | Rebar Heat Number(s) | SE15101860 |
| Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2016-11-30-1
DIME Test ID: 2016-11-30-1-4
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 (Tensile Slip)
Test Release Date: 2016-12-01
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 12/01/2016
UTM: 2000KIP
Halo ID: Big
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 4 | C02 | #14/43mm | 2.25 | 0 | 218986 | 97327 | necking okay | Brian |
General comments (publicly viewable) (Max 1000 characters): necking okay
Test Graph
WARNING: No graph data imported from Instron machine.
Test was verified on 12/1/2016 ✔