Test 2021-05-04-7-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
Sample Information
Sample Taken Date5/4/2021 Sample Unique Key7
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 testing5/6/2021
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes52 From where was the sample collectedFabricator
First name of sampler or witnessed byJames Last name of sampler or witnessed byDoe
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) NumberC740679
Inspector Lot Number from the Transportation Laboratory (TL) FormS50-012-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerVinton Steel
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelGrip Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)201646 Rebar Heat Number(s)2110619
Rebar Size 2
Test Details
DIME Sample ID: 2021-05-04-7
DIME Test ID: 2021-05-04-7-2
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: 2021-05-10
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/06/2021
UTM:400kip
Temperature:72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12No. 5/16mm100.312778789635OK Neckingfsaylor

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 05/10/2021