Test 2021-04-06-2-1 (CTM 670-December 2013) Summary

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Project Information
Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
Sample Information
Sample Taken Date4/6/2021 Sample Unique Key2
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 testing4/7/2021
Sample typeQuality Assurance A brief description of the sample#8 Button Head Galvanized
The quantity of what the sample constitutes2 From where was the sample collectedOther
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerASI Laboratory sample identification
The fabricator/manufacturer/facility namePacific Galvanizing Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB22-015-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4104504 Head Manufacturer Lot Number(s)A200586 A174142
Rebar Size#8 Headed Bar Model NameGripTwist and Grip Twist Doughnut 10Ab
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerBarsplice Head FabricatorCamblin Steel
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-04-06-2
DIME Test ID: 2021-04-06-2-1
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 (Cyclical)
Test Release Date: 2021-04-08
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/08/2021
UTM:400kip
Temperature:72.00 f
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 8/25mm10.797660896972End Anchorfsaylor

General comments (publicly viewable) (Max 1000 characters): End Anchor; 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 04/08/2021