Summary for Test 2020-10-09-18-2
Test performed: CTM 670-December 2013Project Information
Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
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DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
Award Date | 12/14/2018 |
Closeout Date | 12/01/2021 |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 10/09/2020 | 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 | 10/20/2020 |
Sample type | Quality Assurance | A brief description of the sample | Erico Lenton Stander A2 Couplers |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | PETER | Last name of sampler or witnessed by | GAN |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Nucor Erico Lention | Transportation Laboratory (TL) Number | C858378 |
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 | Service | Material Standard Code | ASTM A706 |
Material Grade | 60 | Rebar Manufacturer | Nucor |
Coupler Manufacturer | Erico Lention | Intermediate Assembler or Fabricator | |
Rebar Size | #10 | Coupler Model | Lenton A2 |
Coating Standards | Uncoated | Shape of Rebar | Straight |
Rebar Hoop Diameter | Rebar Hoop Fabricator | ||
Coupler Component Heat/Lot Number(s) | A1048 | Rebar Heat Number(s) | 1201024740 |
Rebar Size 2 | Coupler Unique ID | Not set |
Test Details
DIME Sample ID: 2020-10-09-18
DIME Test ID: 2020-10-09-18-2
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: 2020-10-20
Test Results
Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/20/2020
UTM: 2000kip
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. 10/32mm | 1 | 0 | 1.27 | 122178 | 96203 | Service Splice | fsaylor |
General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.
Test was verified on 10/20/2020 ✔