Test 2021-07-07-2-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212571
DEA: 051F7904
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-56
Work DescriptionNOJOQUI CREEK BRIDGE (51-0018 L/R) RAILING UPGRADE
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
Sample Information
Sample Taken Date7/7/2021 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 testing7/16/2021
Sample typeQuality Assurance A brief description of the sampleUBS Hoops
The quantity of what the sample constitutes243 Hoops From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerASI Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4108651
Hoop Manufacturer Lot Number(s)1 and 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size#5
Diameter of Hoop1'-11" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC
Welding CompanyCMC Etiwanda Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-07-07-2
DIME Test ID: 2021-07-07-2-4
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: 2021-08-04
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/04/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1125/16mm0.3129819.6596192OK Neckingfsaylor

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 08/04/2021