Test 2019-10-01-42-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213229
DEA: 050A0504
EFIS: 0500000007
DIST-CO-RTE-PM05-SB-1-15.6
Work DescriptionBRIDGE REPLACEMENT, RETAINING WALL AND FISH PASSAGE.
Location DescriptionSANTA BARBARA COUNTY NEAR LOMPOC AT SALSIPUEDES CREEK BRIDGE
Sample Information
Sample Taken Date10/1/2019 Sample Unique Key42
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 testing10/14/2019
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byAndrew Last name of sampler or witnessed byRose
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameBartec Transportation Laboratory (TL) NumberC761566
Inspector Lot Number from the Transportation Laboratory (TL) FormNA 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 ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size6 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)3183 Rebar Heat Number(s)3500006221
Rebar Size 2
Test Details
DIME Sample ID: 2019-10-01-42
DIME Test ID: 2019-10-01-42-2
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: 2019-10-15
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/15/2019
UTM:400kip
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. 6/19mm100.444173294846Service Splicebewing

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 10/15/2019