Summary for Test 2021-12-30-12-3

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 Date12/30/2021 Sample Unique Key12
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 testing01/11/2022
Sample typeQuality Assurance A brief description of the sampleQA/QC Samples of couplers for 4,5,6,7,9 and 10
The quantity of what the sample constitutes50 couplers From where was the sample collectedFabricator
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerAssociate Steel Inspector Telephone number of sampler5103767155
Laboratory sample identification Linked DIME Sample ID2021-12-30-7
The fabricator/manufacturer/facility namePJ's rebar Transportation Laboratory (TL) Numberc658249
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-174-21 Structure unique identifier01-0086
Structure namePanther Creek and Hunter 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 Intermediate Assembler or FabricatorPJs Rebar
Rebar Size#10 Coupler ModelDayton D101/D101A
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)Dayton Superior D101/D101A 1313101 Rebar Heat Number(s)3500001289 Nucor
Rebar Size 2 10 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2021-12-30-12
DIME Test ID: 2021-12-30-12-3
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: 2022-01-13

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 01/13/2022
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
13No. 10/32mm101.2712419997795Service 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 1/13/2022