Summary for Test 2020-07-02-3-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214176
DEA: 033F0904
EFIS: 0312000056
DIST-CO-RTE-PM03-SAC,SJ-5,160-Var
Award Date10/10/2019
Closeout Date10/27/2022
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location DescriptionSACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date07/02/2020 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 testing07/06/2020
Sample typeQuality Assurance A brief description of the sample#11 Mechanical Couplers
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byJoe Last name of sampler or witnessed byLanz
Title of samplerCT METS QA INSPECTOR Telephone number of sampler707 208-5241
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB31-025-20 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 Arizona
Coupler ManufacturerHRC Intermediate Assembler or FabricatorCamblin Steel Services Inc
Rebar Size#11 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)HRC 500 73116792 HRC 510 73117653 Rebar Heat Number(s)4096075
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-07-02-3
DIME Test ID: 2020-07-02-3-1
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 (Tensile Slip)
Test Release Date: 2020-07-07

Test Results


Number of Samples: 4
Input Type: Measured
Tester's full name: Kleinfelder
Date of test: 07/06/2020
UTM: NA
Halo ID: NA
Temperature: 73 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
113093841111.560.02714648093867Passkleinfelder
223093841111.560.02714641093853Passkleinfelder
333093841111.560.02714662093987Passkleinfleder
443093841111.560.02714760094615Passkleinfelder

General comments (publicly viewable) (Max 1000 characters): UTM used for testing was a Forney 600 kip; lab technician K. DeSouza.

Test was verified on 7/7/2020