Test 2020-09-02-18-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 208973
DEA: 120H1004
EFIS: 1200000180
COOP: 120670
DIST-CO-RTE-PM12-ORA-405,73,405,605-9.3/24.3
Work Description(Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location DescriptionOrange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Sample Information
Sample Taken Date9/2/2020 Sample Unique Key18
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 testing9/15/2020
Sample typeQuality Assurance A brief description of the sampleDayton Bar lock couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byS Last name of sampler or witnessed byFIERRO
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameDayton Superior CMC Rebar Transportation Laboratory (TL) NumberC665516
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 ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#11 Coupler Model Bar Lock Standard COUPLERS
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A200340 Rebar Heat Number(s)3096957
Rebar Size 2
Test Details
DIME Sample ID: 2020-09-02-18
DIME Test ID: 2020-09-02-18-2
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: 2020-09-17
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 09/16/2020
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
12No. 11/36mm101.5615243397714Service Splicefsaylor

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 09/17/2020