Summary for Test 2020-10-08-27-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 214176
DEA: 033F0904
EFIS: 0312000056
DIST-CO-RTE-PM03-SAC,SJ-5,160-Var
Award Date10/10/2019
Closeout Date10/27/2022
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location DescriptionSACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
QA Service Level1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date10/08/2020 Sample Unique Key27
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 testing10/12/2020
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 nameFarrar 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)H040
Part Number (s)68 27 172 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Farrar Corporation
Prestressing ManufacturerDSI

Test Details

DIME Sample ID: 2020-10-08-27
DIME Test ID: 2020-10-08-27-1
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: 2020-10-15

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: bewing
Date of test: 10/15/2020
UTM: 67kip
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1H0400.50.196356230010897611.1bewing
2H0400.50.196356218710921311.1bewing

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

Test was verified on 10/15/2020