Test 2020-12-01-3-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 211848
DEA: 112T2174
EFIS: 1116000131
DIST-CO-RTE-PM11-SD-5-R37.4 - R46.5
Work Description(Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location DescriptionIN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Sample Information
Sample Taken Date12/1/2020 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing12/3/2020
Sample typeQuality Assurance A brief description of the sampleHRC 500/510 Couplers
The quantity of what the sample constitutes54 couplers From where was the sample collectedFabricator
First name of sampler or witnessed byMichael Last name of sampler or witnessed byCattabiani
Title of samplerAsst METS Rep Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar San Bernadino 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 UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Steel California
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73117653, 73116792 Rebar Heat Number(s)3098843
Rebar Size 2 11
Test Details
DIME Sample ID: 2020-12-01-3
DIME Test ID: 2020-12-01-3-1
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: 2020-12-10
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 12/10/2020
UTM:400kip
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. 11/36mm1-0.00691.56160856103113OK Neckingfsaylor

General comments (publicly viewable) (Max 1000 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 12/10/2020