Summary for Test 2019-12-12-23-1
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 213636 DEA: 07275104 EFIS: 0700000519 |
---|---|
DIST-CO-RTE-PM | 07-LA-1-38.3/38.7 |
Award Date | 11/27/2018 |
Closeout Date | 08/03/2023 |
Work Description | WIDEN LANES AND SHOULDERS, AND UPGRADE GUARD RAILS. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM 0.2 MILE NORTH OF TEMESCAL CANYON ROAD TO BAY CLUB DRIVE |
QA Service Level | 1 (Verified on 11/07/2019) |
Sample Information
Sample Taken Date | 12/12/2019 | Sample Unique Key | 23 |
---|---|---|---|
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 | 12/30/2019 |
Sample type | Quality Assurance | A brief description of the sample | Coupler |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ruben | Last name of sampler or witnessed by | Sandoval |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Camblin Steel | Transportation Laboratory (TL) Number | NA |
Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | 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 | CMC |
Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Unknown |
Rebar Size | 5 | Coupler Model | Taper Threaded Grip- Twist |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | 188961, A174750 | Rebar Heat Number(s) | 9001636 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2019-12-12-23
DIME Test ID: 2019-12-12-23-1
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2019-12-31
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/31/2019
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
Num | Sample | Number of Cycles | Size | Mfg. Lot Number(s) | Slip (inch) | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
---|---|---|---|---|---|---|---|---|---|---|
1 | 1 | No. 5/16mm | 1 | 0.0006 | 0.31 | 30009 | 96803 | 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 12/31/2019 ✔