Test 2021-08-13-8-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date8/13/2021 Sample Unique Key8
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 testing8/16/2021
Sample typeQuality Assurance A brief description of the sampleLap Splice
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byABE Last name of sampler or witnessed bySmith
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameBarSplice CMC Rebar Transportation Laboratory (TL) NumberC2108-A
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 ManufacturerCMC Rebar
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#8 Coupler Model08DBZA
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)0021 Rebar Heat Number(s)3105804
Rebar Size 2
Test Details
DIME Sample ID: 2021-08-13-8
DIME Test ID: 2021-08-13-8-3
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 (Tensile)
Test Release Date: 2021-08-17
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/17/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1318/25mm0.7974292.4794041Service Splicefsaylor

General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 08/17/2021