Test 2021-05-13-3-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Sample Information
Sample Taken Date5/13/2021 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 testing5/17/2021
Sample typeQuality Assurance A brief description of the sample#8 5' hoops
The quantity of what the sample constitutes736 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-069-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)001121
Hoop Manufacturer Lot Number(s)Lot 1 and 4 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop5'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCascade Steel
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-05-13-3
DIME Test ID: 2021-05-13-3-1
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 (Tensile)
Test Release Date: 2021-05-20
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/19/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1118/25mm0.7976953.9097410Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 05/20/2021