Summary for Test 2021-06-29-14-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213337
DEA: 024F5404
EFIS: 0213000004
DIST-CO-RTE-PM02-SIS-5-R15.3/R16.5
Award Date07/30/2018
Closeout Date05/23/2022
Work DescriptionBRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
QA Service Level1 (Verified on 11/14/2018)

Sample Information

Sample Taken Date06/29/2021 Sample Unique Key14
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 testing06/30/2021
Sample typeQuality Assurance A brief description of the sample#11 Lenton couplers
The quantity of what the sample constitutes150 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byAndy Last name of sampler or witnessed byOSullivan
Title of samplerSR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePSG 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 ManufacturerNucor
Coupler ManufacturerLenton Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelLenton STD A2
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)L9289 Rebar Heat Number(s)1201027613
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-06-29-14
DIME Test ID: 2021-06-29-14-2
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: 2021-06-30

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/30/2021
UTM: 2000kip
Temperature: 72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12No. 11/36mm101.5613610687247Service 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 6/30/2021