Summary for Test 2021-04-01-4-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Award Date04/21/2020
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date04/01/2021 Sample Unique Key4
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 testing04/06/2021
Sample typeQuality Assurance A brief description of the sampleDayton Dowel Bar couplers
The quantity of what the sample constitutes100 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed byCarpenter
Title of samplerQA Telephone number of sampler415-608-1742
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePJ Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB24-019-21 Structure unique identifier
Structure namePanther Creek

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or FabricatorPJ Rebar
Rebar Size#6 Coupler ModelDayton D101
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)1291789, 1291795 Rebar Heat Number(s)3500016042
Rebar Size 2 6 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-04-01-4
DIME Test ID: 2021-04-01-4-2
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: 2021-04-06

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 04/06/2021
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. 6/19mm100.444248096546Service 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 4/6/2021