Summary for Test 2022-06-29-2-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215164
DEA: 07317304
EFIS: 0715000237
DIST-CO-RTE-PM07-LA-60-0.0/R3.2,11.8/R21.5
Award DateNot set
Closeout Date08/01/2023
Work DescriptionUPGRADE EXISTING OVERHEAD AND ROADSIDE SIGN PANELS.
Location DescriptionLOS ANGELS COUNTY FROM 0.4 MILE WEST OF ROUTE 5/60 SEPARATION TO ROUTE 60/710 SEPARATION AND FROM ROUTE 60/605 SEPARATION TO FAIRWAY DRIVE UNDERCROSSING
QA Service Level1 (Verified on 02/18/2021)

Sample Information

Sample Taken Date06/29/2022 Sample Unique Key2
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 testing07/18/2022
Sample typeQuality Assurance A brief description of the sample#14 Bar Splice Coupler
The quantity of what the sample constitutes398 lb From where was the sample collectedFabricator
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of sampler Telephone number of sampler17029172503
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDRS Rebar Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-098-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCascade Steel
Coupler ManufacturerBar Splice Products Intermediate Assembler or FabricatorDRS Rebar
Rebar Size#14 Coupler ModelZap Screwlok Coupler Type 2
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterNone Rebar Hoop FabricatorNone
Coupler Component Heat/Lot Number(s) MM20102404 Lot 14ZBA2 14G Rebar Heat Number(s)330121
Rebar Size 2 14 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-06-29-2
DIME Test ID: 2022-06-29-2-4
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: 2022-07-20

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 07/20/2022
UTM: 2000kip
Temperature: 72.00 f
Halo ID: Large
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 14/43mm1-0.00252.2522104398241Service 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 7/20/2022