Summary for Test 2019-09-09-8-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 212824
DEA: 051C3704
EFIS: 0512000135
DIST-CO-RTE-PM05-SLO-101-16.4
Award Date11/20/2018
Closeout Date08/23/2021
Work DescriptionPISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K)
Location DescriptionIN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE
QA Service Level1 (Verified on 01/29/2019)

Sample Information

Sample Taken Date09/09/2019 Sample Unique Key8
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 testing09/12/2019
Sample typeQuality Assurance A brief description of the sampleCoupon Casting
The quantity of what the sample constitutes2 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)2249 2209
Part Number (s)68 27 246 68 27 248 Material SpecificationA536
Grades65-45-12 Metal Foundry Manufacturer (Mill)Dotson Iron Castings
Prestressing ManufacturerDSI

Test Details

DIME Sample ID: 2019-09-09-8
DIME Test ID: 2019-09-09-8-1
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: 2019-09-19

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: fsaylor
Date of test: 09/18/2019
UTM: 67kip
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
122490.4990.1955648173777940fsaylor
222090.4990.1955650407813070fsaylor

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

Test was verified on 9/19/2019