Test 2019-06-28-5-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212824
DEA: 051C3704
EFIS: 0512000135
DIST-CO-RTE-PM05-SLO-101-16.4
Work DescriptionPISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K)
Location DescriptionIN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE
Sample Information
Sample Taken Date6/28/2019 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 testing7/1/2019
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byAlfonzo Last name of sampler or witnessed byNavaro
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC918910
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)DL18108039 Rebar Heat Number(s)3500004783
Rebar Size 2
Test Details
DIME Sample ID: 2019-06-28-5
DIME Test ID: 2019-06-28-5-1
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 (Tensile Slip)
Test Release Date: 2019-07-08
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 07/08/2019
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11C01#11/36mm1.56-0.003814391092251OK NeckingFred

General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 07/08/2019