Summary for Test 2019-03-14-1-7

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date03/14/2019 Sample Unique Key1
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 testing03/14/2019
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes12 From where was the sample collectedFabricator
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of samplerQA Telephone number of sampler702 917-2503
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4083912
Hoop Manufacturer Lot Number(s)14, 17, 20 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop4'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Etiwanda
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2019-03-14-1
DIME Test ID: 2019-03-14-1-7
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: 2019-03-29

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 03/21/2019
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1120#8/25mm0.797488094780Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 3/22/2019