Test 2020-06-30-9-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214702
DEA: 030F2864
EFIS: 0320000123
DIST-CO-RTE-PM03-SAC-99-7.92 / 8.4
Work DescriptionRemove and replace Consumnes River and Consumnes River Overflow bridge
Location DescriptionSacramento County
Sample Information
Sample Taken Date6/30/2020 Sample Unique Key9
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 testing7/1/2020
Sample typeQuality Assurance A brief description of the sampleHRC Couplers
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byYolanda Last name of sampler or witnessed bypulido villegas
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHRC CMC Rebar Transportation Laboratory (TL) NumberC849204
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 Rebar
Coupler ManufacturerHRC CMC Rebar Intermediate Assembler or FabricatorUnknown
Rebar Size#14 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)73115263 377414 Rebar Heat Number(s)9000558
Rebar Size 2
Test Details
DIME Sample ID: 2020-06-30-9
DIME Test ID: 2020-06-30-9-4
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: 2020-07-02
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/02/2020
UTM:2000kip
Temperature:72.00 f
Halo ID:Large
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 14/43mm2-0.01182.2520608591594OK Neckingfsaylor

General comments (publicly viewable) (Max 250 characters): 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 07/02/2020