Test 2021-01-19-7-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Sample Information
Sample Taken Date1/19/2021 Sample Unique Key7
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 testing1/26/2021
Sample typeAuthorization A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byDante Last name of sampler or witnessed byTrujillo
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberC502
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)NA Head Manufacturer Lot Number(s)10 18 11 18
Rebar Size#10 Headed Bar Model Name670
Size of HeadReduced Size - 4x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNA
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-01-19-7
DIME Test ID: 2021-01-19-7-1
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)
Test Release Date: 2021-01-26
Test Results

Number of Samples Tested: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/26/2021
UTM:400kip
Temperature:72.00 f
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 10/32mm11.2712394197591OK Neckingfsaylor

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 01/26/2021