Summary for Test 2019-09-27-2-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout Date08/30/2023
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date09/27/2019 Sample Unique Key2
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 testing09/30/2019
Sample typeQuality Assurance A brief description of the sample#8 8'-8" dia. rebar hoops
The quantity of what the sample constitutes736 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-092-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4088908
Hoop Manufacturer Lot Number(s)1 and 5 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop8'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2019-09-27-2
DIME Test ID: 2019-09-27-2-3
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: 2019-10-01

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/01/2019
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1318/25mm0.7976317.6296605OK 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 10/1/2019