Summary for Test 2022-05-26-31-8

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date05/26/2022 Sample Unique Key31
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 testing05/27/2022
Sample typePer Request A brief description of the sample#6 Double Barrel Zap Screwlok Couplers
The quantity of what the sample constitutes2 sets of couplers for operator pre-qualification From where was the sample collectedJob Site
First name of sampler or witnessed byThien Last name of sampler or witnessed byThach
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Transportation Laboratory (TL) NumberC739861
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A615
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#6 Coupler ModelDouble Barrel Zap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)2049 Rebar Heat Number(s)SE17102622
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-05-26-31
DIME Test ID: 2022-05-26-31-8
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: 2022-06-01

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 06/01/2022
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
14No. 6/19mm200.4446829106430Service Splicespaine

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 6/1/2022