Summary for Test 2018-04-18-1-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date04/18/2018 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 testing04/18/2018
Sample typeRetest A brief description of the sample Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byGlen Last name of sampler or witnessed byLawson
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Transportation Laboratory (TL) NumberC340590
Inspector Lot Number from the Transportation Laboratory (TL) FormB362-018-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingRetest
Service or UltimateService Material Standard CodeASTM A955
Material Grade75 Rebar ManufacturerHarris Rebar
Coupler ManufacturerHarris Rebar Intermediate Assembler or FabricatorUnknown
Rebar Size8 Coupler ModelThreaded stainless Coupler
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s) M9P1 Rebar Heat Number(s)34R1
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2018-04-18-1
DIME Test ID: 2018-04-18-1-2
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: 2018-04-30

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/19/2018
UTM: 400KIP
Halo ID: Small
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12C05#8/25mm0.7906655084241Service SpliceBrian

General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 4/23/2018