Summary for Test 2020-09-23-21-7

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 215186
DEA: 051M6504
EFIS: 0520000046
DIST-CO-RTE-PM05-SCR-1,9,236-various, Various
Award Date08/26/2020
Closeout Date09/02/2022
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date09/23/2020 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing09/24/2020 Sample typeInformational
A brief description of the samplePile 8 and 10 web and flange The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byMike
Last name of sampler or witnessed byMullins Title of samplerMREA
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNA
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 TM6 - Steel Check Sample Plate Heat Number(s)NA
Material SpecificationA36 GradeNA
Thickness0.5 inch ShapeRound
Metal Foundry Manufacturer (Mill)NA Plate DimensionNA

Test Details

DIME Sample ID: 2020-09-23-21
DIME Test ID: 2020-09-23-21-7
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: 2020-09-28

Test Results


Number of Samples: 8
Input Type: Calculated
Tester's full name: fsaylor
Date of test: 09/28/2020
UTM: 67kip
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
110FA0.2480.04831483666785035.1fsaylor
210FB0.2480.04831445056814833.9fsaylor
38FA0.2520.04988458806886534.6fsaylor
48FB0.2480.04831494157008934.6fsaylor
510WA0.250.04909464156860434.6fsaylor
610WB0.2530.05027439766776835.8fsaylor
78WA0.2510.04948466787023834.8fsaylor
88WB0.2530.05027446076755436.6fsaylor

General comments (publicly viewable) (Max 1000 characters):
Test Graph

Test was verified on 9/28/2020 ✔