Summary for Test 2024-01-16-43-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 994191
DEA: 081G8304
EFIS: 0816000079
DIST-CO-RTE-PM08-SBD-40-R100.8/R101.8
Award Date12/01/2022
Closeout DateNot set
Work DescriptionHMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location DescriptionSAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
QA Service Level1 (Verified on 03/30/2023)

Sample Information

Sample Taken Date01/16/2024 Sample Unique Key43
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 testing02/06/2024
Sample typeQuality Assurance A brief description of the sampleHRC Coupler 500/510
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byAmber Last name of sampler or witnessed byChristian
Title of samplerASR Telephone number of sampler928-216-0101
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) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerVinton Steel
Coupler ManufacturerVinton Steel Intermediate Assembler or Fabricator
Rebar Size#9 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Heat 73131267/73131301 Rebar Heat Number(s)9001221
Rebar Size 2 Coupler Unique IDTF-17-01

Test Details

DIME Sample ID: 2024-01-16-43
DIME Test ID: 2024-01-16-43-3
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: 2024-02-08

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 02/01/2024
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
13No. 9/29mm4019842598425Service Spliceaauvinen

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

Test was verified on 2/8/2024