Summary for Test 2018-05-23-2-6

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Sample Information

Sample Taken Date05/23/2018 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/25/2018
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops No. 6
The quantity of what the sample constitutes1050 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQAI Telephone number of sampler707-342-8602
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110 053-18 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)PL16108470
Hoop Manufacturer Lot Number(s)Lot No 5 and Lot No 10 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2018-05-23-2
DIME Test ID: 2018-05-23-2-6
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: 2018-06-06

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/30/2018
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1210#5/16mm0.312861092290Bar 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 5/30/2018