Summary for Test 2019-10-08-13-3
Test performed: CTM 670-December 2013Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 10/08/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2019 | 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 | Fabricator | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Luecering | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | BarSplice CMC | |
| Transportation Laboratory (TL) Number | C815913 | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | CMC |
| Coupler Manufacturer | BarSplice | Intermediate Assembler or Fabricator | Unknown |
| Rebar Size | 5 | Coupler Model | DBL BRL Zap Screwlok |
| Coating Standards | Uncoated | Shape of Rebar | Straight |
| Rebar Hoop Diameter | Unknown | Rebar Hoop Fabricator | Unknown |
| Coupler Component Heat/Lot Number(s) | 9093 | Rebar Heat Number(s) | 4089169, 4088354 |
| Rebar Size 2 | 4 | Coupler Unique ID | Not set |
Test Details
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DIME Sample ID: 2019-10-08-13
DIME Test ID: 2019-10-08-13-3
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)
Test Release Date: 2019-10-11
Test Results
Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/09/2019
UTM: 400kip
Temperature: 72 f
| Num | Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By |
|---|---|---|---|---|---|---|---|---|
| 1 | 3 | 1 | 4/13mm | 0.2 | 19727.54 | 98638 | 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 10/11/2019 ✔