Summary for Test 2019-11-07-1-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213520 DEA: 120M9004 EFIS: 1213000017 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22-R5.6/R10.9 |
| Award Date | 12/13/2018 |
| Closeout Date | 09/08/2022 |
| Work Description | RECHANNELIZE TO ENHANCE TRAFFIC FLOW |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE |
| QA Service Level | 1 (Verified on 09/10/2018) |
Sample Information
| Sample Taken Date | 11/07/2019 | 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 | 11/11/2019 |
| Sample type | Quality Assurance | A brief description of the sample | #14 Twist Grip couplers |
| The quantity of what the sample constitutes | 70 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Steve | Last name of sampler or witnessed by | Hall |
| Title of sampler | CALTRANS METS QA INSPECTOR | Telephone number of sampler | 6466327821 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martinez steel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L134-139-19 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | SMTL TM5 - Couplers | Production or Authorization Testing | Production Testing |
|---|---|---|---|
| Service or Ultimate | Ultimate | Material Standard Code | ASTM A706 |
| Material Grade | 60 | Rebar Manufacturer | Nucor and Gerdau |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Martinez Steel Corporation |
| Rebar Size | 14 | Coupler Model | Barsplice Taper Grip-Twist |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | A191470 A192437 | Rebar Heat Number(s) | SE16105426 6502547702 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-11-07-1
DIME Test ID: 2019-11-07-1-3
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: 2019-11-15
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 11/15/2019
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 | 3 | No. 14/43mm | 1 | 0 | 2.25 | 209459 | 93093 | OK Necking | fsaylor |
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 11/15/2019 ✔