Test 2020-11-13-12-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 208557
DEA: 65A0781
EFIS: 0017000212
DIST-CO-RTE-PM03-YOL--
Work DescriptionType 86H Concrete Bridge Rail
Location DescriptionCaltrans Dynamic Test Facility
Sample Information
Sample Taken Date11/13/2020 Sample Unique Key12
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 testing12/1/2020
Sample typeQuality Assurance A brief description of the sampleBarsplice Zap Screwlok Coupler
The quantity of what the sample constitutes8 couplers From where was the sample collectedJob Site
First name of sampler or witnessed byVictor Last name of sampler or witnessed byLopez
Title of sampler TE CIVIL Laboratory sample identification
The fabricator/manufacturer/facility nameBarSplice Transportation Laboratory (TL) NumberC022101
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerVinton Steel
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#7 Coupler ModelZap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A201871 Rebar Heat Number(s)2011845
Rebar Size 2
Test Details
DIME Sample ID: 2020-11-13-12
DIME Test ID: 2020-11-13-12-1
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: 2020-12-02
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/02/2020
UTM:400kip
Temperature:72.00 f
Halo ID:Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 7/22mm1-0.0040.660031100052Service Splicefsaylor

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 12/02/2020