Summary for Test 2021-04-20-1-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215062
DEA: 030F2904
EFIS: 0314000101
DIST-CO-RTE-PM03-BUT-99-14.9/15.7
Award Date09/24/2020
Closeout Date03/02/2022
Work DescriptionCONSTRUCT BRIDGE AND ROADWAY; & REMOVE BRIDGE.
Location DescriptionBUTTE COUNTY ABOUT 10 MILES NORTH OF GRIDLEY FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF NELSON AVENUE
QA Service Level1 (Verified on 07/20/2020)

Sample Information

Sample Taken Date04/20/2021 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing04/26/2021 Sample typeQuality Assurance
A brief description of the sample#6 1-6 1/2" Ø Welded Hoops Lots 1 The quantity of what the sample constitutes(2250) Welded Hoops
From where was the sample collectedFabricator First name of sampler or witnessed byRigoberto
Last name of sampler or witnessed byMarin Title of samplerQAI
Telephone number of sampler951-500-0685 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTNT Rebar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL133-050-21
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)1201030476
Hoop Manufacturer Lot Number(s)Lot 1 Material Standard CodeASTM A706
Material Grade60 Rebar Size#6
Diameter of Hoop1'-6.5" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyTNT Rebar Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2021-04-20-1
DIME Test ID: 2021-04-20-1-1
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: 2021-04-28

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 04/27/2021
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1116/19mm0.4442381.9396323OK 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 4/28/2021 ✔