Summary for Test 2022-09-08-28-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215663
DEA: 060Y9304
EFIS: 0619000202
DIST-CO-RTE-PM06-KIN-198-R10.6/R14.8
Award Date05/25/2021
Closeout Date03/28/2023
Work DescriptionREPAIR BRIDGE COLUMNS.
Location DescriptionKINGS COUNTY IN AND NEAR LEMOORE AND ARMONA FROM 18TH AVENUE OVERCROSSING TO 14TH AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/16/2021)

Sample Information

Sample Taken Date09/08/2022 Sample Unique Key28
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 testing09/09/2022
Sample typeQuality Assurance A brief description of the sample#11 Bar Lock Couplers
The quantity of what the sample constitutes150 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byBen Last name of sampler or witnessed byHolton
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
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 ManufacturerCascade Steel
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelBar Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Y3200/191875 Rebar Heat Number(s)378421
Rebar Size 2 Coupler Unique IDSL-17-06

Test Details

DIME Sample ID: 2022-09-08-28
DIME Test ID: 2022-09-08-28-1
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: 2022-09-15

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 09/13/2022
UTM: 2000kip
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. 11/36mm201.56160693103008service 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 9/15/2022