Summary for Test 2019-05-29-18-1
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 |
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DIST-CO-RTE-PM | 06-TUL-201,216-12.5,21.2,18.7 |
Award Date | 11/29/2018 |
Closeout Date | 11/29/2021 |
Work Description | BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS. |
Location Description | TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 05/29/2019 | Sample Unique Key | 18 |
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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 | 05/30/2019 |
Sample type | Quality Assurance | A brief description of the sample | 10 HRC 500-510 couplers |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Phillip | Last name of sampler or witnessed by | Asher |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nucor Erico | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 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 | HRC | Intermediate Assembler or Fabricator | Unknown |
Rebar Size | 10 | Coupler Model | HRC 500/510 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
Coupler Component Heat/Lot Number(s) | Z82834A A180128 | Rebar Heat Number(s) | 9000737 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2019-05-29-18
DIME Test ID: 2019-05-29-18-1
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: 2019-06-12
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 06/03/2019
UTM: 2000kip
Halo ID:
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. 10/32mm | 1.27 | 0 | 122641 | 96568 | Bar Broke, Ok Necking | bewing |
General comments (publicly viewable) (Max 1000 characters): Bar Broke, Ok Necking
Test Graph
Source: Bluehill Data Point FileTest graph for the Sample
Test was verified on 6/5/2019 ✔