Summary for Test 2022-02-02-1-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215236
DEA: 081C6804
EFIS: 0812000343
DIST-CO-RTE-PM08-RIV-74,79and371-Varies
Award Date12/29/2020
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE, RETAINING WALL AND BOX CULVERT.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/02/2021)

Sample Information

Sample Taken Date02/02/2022 Sample Unique Key1
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 testing02/03/2022
Sample typeAcceptance A brief description of the sampleMechanical Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byArnel Last name of sampler or witnessed byVega
Title of samplerStructure Representative Telephone number of sampler951-906-9897
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDayton Superior Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier56-0189
Structure nameArroyo Seco bridge

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#7 Coupler ModelBar-Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)162982/A180950 Rebar Heat Number(s)4108950
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-02-02-1
DIME Test ID: 2022-02-02-1-1
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: 2022-02-04

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/04/2022
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. 7/22mm1-0.00360.65174886247Service splicebewing

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 2/4/2022