Test 2021-03-03-3-2 (CTM 670-December 2013) Summary

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Project Information
Project IdentifiersProject ID: 214099
DEA: 024F5904
EFIS: 0213000010
DIST-CO-RTE-PM02-TEH-5-R25.4
Work DescriptionBRIDGE SEISMIC RETROFIT AND SCOUR REPAIR.
Location DescriptionTEHAMA COUNTY IN RED BLUFF AT SACRAMENTO RIVER BRIDGE
Sample Information
Sample Taken Date3/3/2021 Sample Unique Key3
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 testing3/4/2021
Sample typeQuality Assurance A brief description of the sample#8 Dextra Bartec couplers
The quantity of what the sample constitutes150 From where was the sample collectedJob Site
First name of sampler or witnessed byRyan Last name of sampler or witnessed byDuran
Title of samplerSR Laboratory sample identification
The fabricator/manufacturer/facility nameDextra Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormC897181 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 ManufacturerCMC
Coupler ManufacturerDextra America Intermediate Assembler or Fabricator
Rebar Size#8 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)10103235B/ 2854 Rebar Heat Number(s)3099893
Rebar Size 2
Test Details
DIME Sample ID: 2021-03-03-3
DIME Test ID: 2021-03-03-3-2
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: 2021-03-08
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 03/05/2021
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. 8/25mm100.797875599689Service 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 03/08/2021