Summary for Test 2024-02-22-2-7

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215620
DEA: 01436404
EFIS: 0100000193
DIST-CO-RTE-PM01-DN-101-35.8/36.5
Award Date07/11/2022
Closeout DateNot set
Work DescriptionDr. Fine Bridge Replacement
Location DescriptionDR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
QA Service Level1 (Verified on 03/26/2021)

Sample Information

Sample Taken Date02/22/2024 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing02/26/2024 Sample typeQuality Assurance
A brief description of the sample#8 X 7'-0" Ultimate Welded Hoops Lot 1, 4, 10 The quantity of what the sample constitutesLots 1, 4, and 10
From where was the sample collectedFabricator First name of sampler or witnessed byLorenzo
Last name of sampler or witnessed byGarcia Title of samplerQuality Assurance Inspector
Telephone number of sampler17029172503 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameT.N.T Rebar Company
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL115-024-24
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)3500035788 - 3500035789
Hoop Manufacturer Lot Number(s)Lots 1, 4, 10 Material Standard CodeASTM A706
Material Grade60 Rebar Size#8
Diameter of Hoop7'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor Seattle
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2024-02-22-2
DIME Test ID: 2024-02-22-2-7
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: 2024-02-29

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 02/27/2024
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11108/25mm0.7969485.1387956Ok Neckingaauvinen

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 2/29/2024 ✔