Test 2021-01-28-17-2 (ASTM A370-15) Summary

Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date1/28/2021 Sample Unique Key17
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 testing2/8/2021
Sample typeQuality Assurance A brief description of the sample1.844 x 8-1/8” pin with safety clips
The quantity of what the sample constitutes530 pins From where was the sample collectedFabricator
First name of sampler or witnessed byRex Last name of sampler or witnessed byHarrison
Title of samplerCALTRANS METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameAcrow Bridge Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameTemporary Modular Bridge
Material Information
Material TypeSMTL TM3 - Fastener Assembly Rocap Number(s)AB051
Heat Number(s)2030294801 Nut Mfg. Lot Number(s)
Washer Mfg. Lot Number(s) Bolt SpecificationASTM A193 Grade B7
Bolt Length(s)8-1/8" Nut Specificationn/a
Washer Specificationn/a Finish
Diameter/Size1.844" Bolt Mfg. Lot Number
Rocap Test Requirement(s) Lubricant Requirements(s)
Test Details
DIME Sample ID: 2021-01-28-17
DIME Test ID: 2021-01-28-17-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Test Release Date: 2021-02-11
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 02/11/2021
UTM:67kip
Temperature:72 f
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
122030294800 (AB051)0.50.19610786713140218.8fsaylor

General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 02/11/2021