Summary for Test 2020-09-04-2-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 214701
DEA: 030F2844
EFIS: 0319000204
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments
Location DescriptionNot set
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date09/04/2020 Sample Unique Key2
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 testing09/08/2020
Sample typeQuality Assurance A brief description of the sampleDuctile Iron Casting
The quantity of what the sample constitutes1 From where was the sample collectedDistributor
First name of sampler or witnessed byDebbie Last name of sampler or witnessed byOzuna
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDSI Dotson Iron Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)2440
Part Number (s)68 27 246 Material SpecificationA536
Grades65-45-12 Metal Foundry Manufacturer (Mill)Dotson Iron
Prestressing ManufacturerDSI

Test Details

DIME Sample ID: 2020-09-04-2
DIME Test ID: 2020-09-04-2-1
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: 2020-09-09

Test Results


Number of Samples: 1
Input Type: Calculated
Tester's full name: fsaylor
Date of test: 09/09/2020
UTM: 67kip
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
124400.5050.2003464097389618.9fsaylor

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

Test was verified on 9/9/2020