Summary for Test 2021-06-03-4-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212252
DEA: 033F5604
EFIS: 0313000033
DIST-CO-RTE-PM03-SUT,YUB-20-17.0/17.1,0.0/0.4
Award Date02/11/2021
Closeout Date01/25/2023
Work DescriptionINSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location DescriptionSUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 04/27/2018)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing06/03/2021 Sample typePer Request
A brief description of the sampleSq Rebar The quantity of what the sample constitutes1
From where was the sample collectedJob Site First name of sampler or witnessed byDon
Last name of sampler or witnessed byAdams Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateService Rebar Heat Number(s)unknown
Hoop Manufacturer Lot Number(s)NA Material Standard CodeASTM A706
Material Grade40 Rebar Size#9
Diameter of Hoop2'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerUnknown
Welding Companyunknown Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2021-06-03-4
DIME Test ID: 2021-06-03-4-1
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: 2021-06-03

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/03/2021
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1119/29mm185947.3785947OK 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 6/3/2021 ✔