Summary for Test 2021-05-19-3-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214795
DEA: 030H3424
EFIS: 0317000153
DIST-CO-RTE-PM03-SAC-99-22.6
Award Date11/13/2020
Closeout Date03/03/2022
Work DescriptionREPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
QA Service Level1 (Verified on 03/12/2020)

Sample Information

Sample Taken Date05/19/2021 Sample Unique Key3
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 testing05/20/2021
Sample typeQuality Assurance A brief description of the sample#6 Lenton form savers
The quantity of what the sample constitutes3 lots From where was the sample collectedFabricator
First name of sampler or witnessed byJane Last name of sampler or witnessed byLillard
Title of samplerCALTRANS METS QA INSPECTOR Telephone number of sampler916-291-8042
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameConFab Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS52-019-21 Structure unique identifier24-0154
Structure name21st Ave Undercrossing

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC
Coupler ManufacturerErico Intermediate Assembler or FabricatorPTS Masonry at Confab
Rebar Size#6 Coupler ModelFormsaver
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Erico heat 201852 lot 9783 and 9809 Rebar Heat Number(s)4105278 4101843
Rebar Size 2 6 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-05-19-3
DIME Test ID: 2021-05-19-3-2
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: 2021-05-20

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/20/2021
UTM: 400kip
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. 6/19mm100.444135293981Service Splicebewing

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 5/20/2021