Summary for Test 2022-01-25-1-2
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 01/25/2022 | 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 | 02/01/2022 |
| Sample type | Quality Control | A brief description of the sample | #8 Grip Twist Positional Couplers |
| The quantity of what the sample constitutes | 4 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Lorenzo | Last name of sampler or witnessed by | Garcia |
| Title of sampler | QA | Telephone number of sampler | 17029172503 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Next Century Rebar | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | L115-010-22 | Structure unique identifier | |
| Structure name |
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 | Vinton Steel |
| Coupler Manufacturer | Bar Splice Products | Intermediate Assembler or Fabricator | Next Century Rebar |
| Rebar Size | #8 | Coupler Model | Grip Twist Positional |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Rebar Hoop Fabricator | None | |
| Coupler Component Heat/Lot Number(s) | A202389, 122016, A211640 | Rebar Heat Number(s) | 2122739 |
| Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2022-01-25-1
DIME Test ID: 2022-01-25-1-2
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: 2022-02-04
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/02/2022
UTM: 400kip
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. 8/25mm | 1 | 0 | 0.79 | 71154 | 90069 | Ok Necking | bewing |
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 2/4/2022 ✔