Summary for Test 2024-10-01-28-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 1000259
DEA: 050N74V4
EFIS: 0522000043
DIST-CO-RTE-PM05-SB-101-9.2/9.7
Award Date02/08/2024
Closeout DateNot set
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date10/01/2024 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 testing10/02/2024
Sample typeQuality Assurance A brief description of the sampleCoupler
The quantity of what the sample constitutesNA From where was the sample collectedJob Site
First name of sampler or witnessed byvictor Last name of sampler or witnessed bydelarruz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJob Site 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 ManufacturerCMC
Coupler ManufacturerErico Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelLenton Form savor
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)M0209 Rebar Heat Number(s)4141968, 4142910
Rebar Size 2 Coupler Unique IDST-17-05

Test Details

DIME Sample ID: 2024-10-01-28
DIME Test ID: 2024-10-01-28-1
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: 2024-10-03

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 10/03/2024
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. 5/16mm1-0.00150.312931394557Service Spliceaauvinen

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 10/3/2024