Summary for Test 2020-07-09-4-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212304
DEA: 021C7504
EFIS: 0200000080
DIST-CO-RTE-PM02-PLU-70-14.9
Award Date11/30/2017
Closeout Date11/24/2021
Work DescriptionCONCRETE BRIDGE, RETAINING WALLS, HMA, DRAINAGE AND GUARDRAIL.
Location DescriptionPLUMAS COUNTY NEAR BELDEN AT YELLOW CREEK BRIDGE 09-0008
QA Service Level1 (Verified on 04/02/2018)

Sample Information

Sample Taken Date07/09/2020 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 testing07/09/2020
Sample typeQuality Assurance A brief description of the sample#11 BarSplice Griptwist
The quantity of what the sample constitutes30 From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byCharmbury
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) Number709428
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade Steel
Coupler ManufacturerBarSplice Intermediate Assembler or FabricatorUnknown
Rebar Size#11 Coupler ModelGriptwist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A195823 A201361 Rebar Heat Number(s)454519
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-07-09-4
DIME Test ID: 2020-07-09-4-2
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: 2020-07-13

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/09/2020
UTM: 2000kip
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. 11/36mm101.5615079196661Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 7/13/2020