Summary for Test 2021-05-18-6-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date05/18/2021 Sample Unique Key6
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 testing05/19/2021
Sample typeQuality Assurance A brief description of the sample#10 HRC 500/510 Couplers
The quantity of what the sample constitutes128 From where was the sample collectedFabricator
First name of sampler or witnessed byJamie Last name of sampler or witnessed byDoe
Title of samplerCT METS QA INSPECTOR Telephone number of sampler916-838-4505
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS50-024-21 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerHRC Gerdau Intermediate Assembler or FabricatorCamblin Steel Services Inc
Rebar Size#10 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73118523 73118000 Rebar Heat Number(s)3500008747
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-05-18-6
DIME Test ID: 2021-05-18-6-3
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2021-05-25

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/21/2021
UTM: 2000kip
Temperature: 72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
13No. 10/32mm101.2712248796446Ok neckingbewing

General comments (publicly viewable) (Max 1000 characters): Ok necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 5/25/2021