Summary for Test 2024-03-08-5-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 994820
DEA: 060V1104
EFIS: 0616000208
DIST-CO-RTE-PM06-FRE,KIN-5,41,198-Var
Award Date08/31/2023
Closeout Date05/09/2025
Work DescriptionSTRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location DescriptionFRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/20/2023)

Sample Information

Sample Taken Date03/08/2024 Sample Unique Key5
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 testing03/15/2024
Sample typeQuality Assurance A brief description of the sampleRebar couplers HRC 500/510
The quantity of what the sample constitutes450 couplers From where was the sample collectedFabricator
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerAssociate Steel Inspector Telephone number of sampler5104077819
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel Group Napa Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-059-24 Structure unique identifier
Structure nameKings River Replacement Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorPacific Steel Group
Rebar Size#10 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)HRC 500/510 73130586 , 73130162 Rebar Heat Number(s)3500026127
Rebar Size 2 10 Coupler Unique IDTP-17-03

Test Details

DIME Sample ID: 2024-03-08-5
DIME Test ID: 2024-03-08-5-2
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: 2024-03-18

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 03/14/2024
UTM: 400kip
Temperature: 72.00 f
Halo ID:
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12No. 10/32mm101.27127382100301Ultimate Splice - Ok Neckingaauvinen

General comments (publicly viewable) (Max 1000 characters): Ultimate Splice - 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 3/18/2024