Summary for Test 2023-09-18-16-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 993868
DEA: 050C7324
EFIS: 0512000228
DIST-CO-RTE-PM05-SCR-1-13.4/14.9
Award Date10/14/2022
Closeout DateNot set
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE.
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING
QA Service Level1 (Verified on 06/17/2022)

Sample Information

Sample Taken Date09/18/2023 Sample Unique Key16
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 testing09/18/2023
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed bySean Last name of sampler or witnessed bySkeen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Numberc716479
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#14 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73127753 73130162 Rebar Heat Number(s)1066916 3108736 3106600
Rebar Size 2 Coupler Unique IDTP-17-03

Test Details

DIME Sample ID: 2023-09-18-16
DIME Test ID: 2023-09-18-16-3
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: 2023-09-20

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 09/19/2023
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
13No. 14/43mm102.2521628096125Ultimate - Ok Neckingaauvinen

General comments (publicly viewable) (Max 1000 characters): Ultimate - 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 9/20/2023