Summary for Test 2021-08-06-19-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213750
DEA: 120K0224
EFIS: 1214000097
DIST-CO-RTE-PM12-ORA-5-14.5/17.1
Award Date03/05/2019
Closeout DateNot set
Work DescriptionSouth County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS.
Location DescriptionORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING
QA Service Level1 (Verified on 04/15/2019)

Sample Information

Sample Taken Date08/06/2021 Sample Unique Key19
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 testing08/12/2021
Sample typeQuality Assurance A brief description of the sample#11 Zap Screwlok Couplers
The quantity of what the sample constitutes50 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byKim
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFlatiron Transportation Laboratory (TL) NumberC809403
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#11 Coupler Model Zap Screwlok Type 2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)MM20106092 Rebar Heat Number(s)21R0414
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-08-06-19
DIME Test ID: 2021-08-06-19-1
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: 2021-08-13

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/13/2021
UTM: 2000kip
Temperature: 72.00 f
Halo ID: Large
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 11/36mm1-0.00251.5614969395957Service 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 8/13/2021