Summary for Test 2019-09-18-5-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213569
DEA: 024F2104
EFIS: 0212000072
DIST-CO-RTE-PM02-MOD-299-0.5/1.0
Award Date12/20/2018
Closeout Date11/15/2021
Work DescriptionButte and Ash Creek Bridge Replacement
Location DescriptionConstruction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date09/18/2019 Sample Unique Key5
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 testing09/19/2019
Sample typeQuality Assurance A brief description of the sampleBarsplice Griptwist coupler
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byR Last name of sampler or witnessed byDuran
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Gerdau Barsplice Transportation Laboratory (TL) NumberC897179
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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelTaper Grip-Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A171480 A164063 Rebar Heat Number(s)6503059202
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-09-18-5
DIME Test ID: 2019-09-18-5-4
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: 2019-09-20

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 09/20/2019
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
13No. 11/36mm101.56158403101541Bar Broke, Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): Bar Broke, Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 9/20/2019