Summary for Test 2022-07-05-25-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 215744
DEA: 033H93U4
EFIS: 0321000091
DIST-CO-RTE-PM03-YUB,BUT-70-25.5/25.8,0.0/3.8
Award Date07/15/2021
Closeout DateNot set
Work DescriptionWIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location DescriptionYUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
QA Service Level1 (Verified on 05/20/2021)

Sample Information

Sample Taken Date07/05/2022 Sample Unique Key25
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 testing07/14/2022
Sample typeQuality Assurance A brief description of the sampleZap Screwlok Type 2 Couplers
The quantity of what the sample constitutes150 Couplers From where was the sample collectedJob Site
First name of sampler or witnessed byAlex Last name of sampler or witnessed byTrochez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel Group Transportation Laboratory (TL) Number
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 UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerBarSplice Intermediate Assembler or Fabricator
Rebar Size#9 Coupler ModelZap Screwlok
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)MM20104040, 4000000775 Rebar Heat Number(s)3500023893
Rebar Size 2 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-07-05-25
DIME Test ID: 2022-07-05-25-1
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: 2022-07-18

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 07/18/2022
UTM: 400kip
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. 9/29mm1-0.002819793697936service splicespaine

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 7/18/2022