Summary for Test 2019-02-21-4-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 3825 DEA: 07138204 EFIS: 0700000142 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-47,103-3.5/4.6,0.0/1.1 |
| Award Date | 06/30/2011 |
| Closeout Date | 07/14/2022 |
| Work Description | REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD |
| QA Service Level | 1 (Verified on 03/29/2012) |
Sample Information
| Sample Taken Date | 02/21/2019 | 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 | 03/05/2019 |
| Sample type | Quality Assurance | A brief description of the sample | Taper Grip-Twist Position Coupler |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Bruce |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | C739654 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 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 | unknown |
| Coupler Manufacturer | Unkown | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 18 | Coupler Model | Taper Grip-Twist Position Coupler |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | Unkown | Rebar Heat Number(s) | unknown |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-02-21-4
DIME Test ID: 2019-02-21-4-2
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 (Tensile Slip)
Test Release Date: 2019-04-19
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/12/2019
UTM: 2000kip
Halo ID: Large
Temperature: 72.00 f
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Slip (inch) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 2 | 1 | No. 18/57mm | 4 | 0 | 399918 | 99980 | OK necking | fsaylor |
General comments (publicly viewable) (Max 1000 characters): OK necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 4/12/2019 ✔