Summary for Test 2018-05-10-4-1
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 210794 DEA: 062HT104 EFIS: 0612000287 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-23.5/26.7 |
| Award Date | 06/30/2016 |
| Closeout Date | 09/16/2020 |
| Work Description | (Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST). |
| Location Description | State Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing. |
| QA Service Level | 1 (Verified on 10/01/2015) |
Sample Information
| Sample Taken Date | 05/10/2018 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 05/15/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 10 Grip Twist Couplers |
| The quantity of what the sample constitutes | 149 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Fares | Last name of sampler or witnessed by | Thwabah |
| Title of sampler | Quality Control Manager | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Martinez steel | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
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 |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Martinez Steel Corporation |
| Rebar Size | 10 | Coupler Model | Grip Twist |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | A162317 | Rebar Heat Number(s) | PL16108873 |
| Rebar Size 2 | Not set | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2018-05-10-4
DIME Test ID: 2018-05-10-4-1
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 (Tensile Slip)
Test Release Date: 2018-05-22
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 05/15/2018
UTM: 400KIP
Halo ID: Small
Temperature: 72 F
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 1 | 22 | #10/32mm | 1.27 | -0.004 | 116400 | 91655 | OK Necking | Fred |
General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Partner Data Point FileTest graph for the Sample
Test was verified on 5/15/2018 ✔