Summary for Test 2020-10-08-25-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
Award Date05/01/2019
Closeout DateNot set
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 Date10/08/2020 Sample Unique Key25
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 testing10/13/2020
Sample typeQuality Control A brief description of the samplebar splice couplers
The quantity of what the sample constitutes1500 From where was the sample collectedJob Site
First name of sampler or witnessed byvincent Last name of sampler or witnessed byvong
Title of samplerasr Telephone number of sampler9162167975
Laboratory sample identification Linked DIME Sample ID2020-10-08-24
The fabricator/manufacturer/facility nameBarSplice Products, Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier24-0296
Structure name5-160

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade75 Rebar ManufacturerCMC
Coupler ManufacturerBarSplice Products Inc Intermediate Assembler or Fabricator
Rebar Size#6 Coupler ModelZAP SCREWLOK TYPE CPLR
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73115928 Rebar Heat Number(s)3097840 4100579
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-10-08-25
DIME Test ID: 2020-10-08-25-1
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: 2020-10-14

Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/14/2020
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. 6/19mm3-0.00140.444325498305Service 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 10/14/2020