Summary for Test 2021-10-15-1-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215255
DEA: 040A7714
EFIS: 0420000287
DIST-CO-RTE-PM04-ALA-80-6.4-6.6
Award Date05/03/2021
Closeout Date12/01/2023
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location DescriptionALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date10/15/2021 Sample Unique Key1
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 testing10/19/2021
Sample typeQuality Assurance A brief description of the samplesize #14 HRC 510/500 couplers
The quantity of what the sample constitutes100 From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Telephone number of sampler14156081742
Laboratory sample identification73118000, 74121241 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-085-21 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
Coupler ManufacturerHRC Intermediate Assembler or FabricatorCNC Rebar
Rebar Size#14 Coupler ModelHRC 500
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73118000, 74121241 Rebar Heat Number(s)3101019
Rebar Size 2 14 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-10-15-1
DIME Test ID: 2021-10-15-1-2
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 (Tensile Slip)
Test Release Date: 2021-10-26

Test Results


Number of Samples: 4
Input Type: Measured
Tester's full name: K. DeSouza - Kleinfelder Technician
Date of test: 10/22/2021
UTM: NA
Halo ID: Kleinfelder Lab
Temperature: 73 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#142.250.01722416099500visible necking, fracture on barK DeSouza
221#142.250.018225740100000visible necking, fracture on barK DeSouza
331#142.250.018227420101000visible necking, fracture on barK DeSouza
441#142.250.018227000101000visible necking, fracture on barK DeSouza

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2021