Test 2021-02-18-3-5 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214655
DEA: 030H3304
EFIS: 0315000145
DIST-CO-RTE-PM03-BUT,TEH-99-13.3/19.5,45.9,0.0/0.2
Work DescriptionREPLACE BRIDGE RAILS AND WIDEN BRIDGE.
Location DescriptionBUTTE COUNTY NEAR CHICO FROM 0.1 MILE NORTH OF RICHVALE EAST ROAD TO 1.6 MILES NORTH OF BROYLES ROAD
Sample Information
Sample Taken Date2/18/2021 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 testing2/18/2021
Sample typeQuality Assurance A brief description of the sample#10 Barsplice Grip Twist Couplers Lot 1A and Lot 1B
The quantity of what the sample constitutes100 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) Number
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 ManufacturerCMC
Coupler ManufacturerBar Splice Intermediate Assembler or FabricatorFabricator
Rebar Size#10 Coupler ModelGrip Twist Couplers
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A201362/6O1 Male A195234/5Y1 Female Rebar Heat Number(s)9002040
Rebar Size 2
Test Details
DIME Sample ID: 2021-02-18-3
DIME Test ID: 2021-02-18-3-5
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: 2021-02-24
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 02/24/2021
UTM:2000kip
Temperature:72.00 f
Halo ID:Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 10/32mm1B0.00381.2712257896518Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): 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 02/24/2021