Summary for Test 2019-08-14-1-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213702
DEA: 041G4304
EFIS: 0412000126
DIST-CO-RTE-PM04-NAP-128-R7.4
Award Date03/29/2019
Closeout Date12/08/2022
Work DescriptionREPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP
Location DescriptionNAPA COUNTY NEAR SAINT HELENA AT CONN CREEK
QA Service Level1 (Verified on 07/29/2019)

Sample Information

Sample Taken Date08/14/2019 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 testing08/16/2019
Sample typeQuality Assurance A brief description of the sample#8
The quantity of what the sample constitutes508 From where was the sample collectedSource
First name of sampler or witnessed byPrakash Last name of sampler or witnessed byPatel
Title of samplerTET II Telephone number of sampler(562) 665-4686
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) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4088914
Hoop Manufacturer Lot Number(s)Lot 1 and 4 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop4'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Rebar
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2019-08-14-1
DIME Test ID: 2019-08-14-1-4
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: 2019-08-20

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/20/2019
UTM: 2000kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
18/25mm0.7975092.6695054OK 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 8/20/2019