Test 2021-02-22-3-3 (CTM 670-December 2013) Summary

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Project Information
Project IdentifiersProject ID: 215043
DEA: 041W2104
EFIS: 0420000347
DIST-CO-RTE-PM04-ALA-880-14.5
Work DescriptionRepair concrete girder, deck, barrier rail
Location DescriptionIndustrial Blvd OC, NB 880 (bridge 33-0398)
Sample Information
Sample Taken Date2/22/2021 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 testing2/23/2021
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byWilliams
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameDayton Superior Transportation Laboratory (TL) NumberC745407
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 ManufacturerCascade
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelBar Lock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)MM20102408 Rebar Heat Number(s)423520 210420
Rebar Size 2
Test Details
DIME Sample ID: 2021-02-22-3
DIME Test ID: 2021-02-22-3-3
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: 2021-02-23
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/23/2021
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
13No. 5/16mm100.312589783538Service 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 02/23/2021