Summary for Test 2020-05-11-1-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213229
DEA: 050A0504
EFIS: 0500000007
DIST-CO-RTE-PM05-SB-1-15.6
Award Date12/14/2018
Closeout Date08/17/2022
Work DescriptionBRIDGE REPLACEMENT, RETAINING WALL AND FISH PASSAGE.
Location DescriptionSANTA BARBARA COUNTY NEAR LOMPOC AT SALSIPUEDES CREEK BRIDGE
QA Service Level1 (Verified on 03/23/2018)

Sample Information

Sample Taken Date05/11/2020 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 testing05/14/2020
Sample typeAcceptance A brief description of the sample#5 Bar-Lock Mechanical Couplers
The quantity of what the sample constitutes30 From where was the sample collectedFabricator
First name of sampler or witnessed byJamie Last name of sampler or witnessed byDoe
Title of samplerQA Inspector Telephone number of sampler(916) 838-4405
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel Goup Transportation Laboratory (TL) NumberC970819
Inspector Lot Number from the Transportation Laboratory (TL) FormS50-022-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDayton Supior Corp Intermediate Assembler or FabricatorPacific Steel Group
Rebar Size#5 Coupler ModelD250 Bar Lock L-Series Type 2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)heat - MM18108718,A195032 Lot - 179538 Rebar Heat Number(s)3500008748
Rebar Size 2 5 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-05-11-1
DIME Test ID: 2020-05-11-1-2
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2020-05-19

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 05/18/2020
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. 5/16mm100.312859692246Service 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 5/19/2020