Summary for Test 2019-12-20-9-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213444
DEA: 060Q2804
EFIS: 0613000051
DIST-CO-RTE-PM06-KER-99,178-23.8/R28.4,0.1
Award Date10/03/2018
Closeout Date05/11/2023
Work DescriptionRECONSTRUCT LANES AND SHOULDERS WITH CRCP, MODIFYING ELECTRICAL SYSTEM
Location DescriptionKERN COUNTY IN BAKERSFIELD ON ROUTE 99 FROM 0.3 MILE SOUTH OF PALM AVENUE OVERCROSSING TO BEARDSLEY CANAL BRIDGE AND ON ROUTE 178 AT ROUTE 99/178 SEPARATION
QA Service Level1 (Verified on 12/13/2018)

Sample Information

Sample Taken Date12/20/2019 Sample Unique Key9
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 testing12/26/2019
Sample typeQuality Assurance A brief description of the sampleCouplers
The quantity of what the sample constitutes8 From where was the sample collectedManufacturer
First name of sampler or witnessed byJesus Last name of sampler or witnessed byDiaz
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) NumberC571209
Inspector Lot Number from the Transportation Laboratory (TL) FormNA 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 ManufacturerCMC
Coupler ManufacturerDayton Superior Intermediate Assembler or FabricatorUnknown
Rebar Size6 Coupler ModelBar Lock L Series
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)MM18108718 Rebar Heat Number(s)4092342, 4092343
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-12-20-9
DIME Test ID: 2019-12-20-9-1
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: 2019-12-27

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/27/2019
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 6/19mm1-0.00160.444151594352Service 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 12/27/2019