Summary for Test 2024-08-09-4-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 995240
DEA: 060X3804
EFIS: 0618000060
DIST-CO-RTE-PM06-KER-166-0.0/10.2
Award Date02/28/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location DescriptionKERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
QA Service Level1 (Verified on 04/02/2024)

Sample Information

Sample Taken Date08/09/2024 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 testing08/15/2024
Sample typeQuality Assurance A brief description of the sampleDayton Superior D101 Form Savers
The quantity of what the sample constitutes150 From where was the sample collectedFabricator
First name of sampler or witnessed byJoseph Last name of sampler or witnessed byBuckley
Title of samplerQA Inspector Telephone number of sampler9167163405
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePre-Con Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or Fabricator
Rebar Size#5 Coupler ModelDB/DI
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)3100039091 Rebar Heat Number(s)3600035418
Rebar Size 2 Coupler Unique IDSF-17-01

Test Details

DIME Sample ID: 2024-08-09-4
DIME Test ID: 2024-08-09-4-2
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: 2024-08-29

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: aauvinen
Date of test: 08/16/2024
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
12No. 5/16mm100.312741488434Service Spliceaauvinen

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 8/29/2024