Summary for Test 2023-12-19-7-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date01/02/2023
Closeout DateNot set
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date12/19/2023 Sample Unique Key7
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 testing01/03/2024
Sample typeAcceptance A brief description of the sample#7 Lenton Form Saver Coupler
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 namenVent Lenton Form Savers Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier56-0180
Structure nameStrawberry Creek Bridge

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Steel Arizona
Coupler ManufacturernVent Lenton Intermediate Assembler or Fabricator
Rebar Size#7 Coupler ModelThreaded Type (SA)
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)M0085 Rebar Heat Number(s)9000946
Rebar Size 2 Coupler Unique IDST-17-05

Test Details

DIME Sample ID: 2023-12-19-7
DIME Test ID: 2023-12-19-7-1
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: 2024-01-04

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 01/04/2024
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. 7/22mm1-0.00360.65851197519Service 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 1/4/2024