Summary for Test 2016-10-12-1-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 210097
DEA: 100L9704
EFIS: 1012000053
DIST-CO-RTE-PM10-TUO-120-R19.5/R20.0
Award Date02/22/2016
Closeout Date10/09/2018
Work DescriptionREPLACE DECK AND RETROFIT BRIDGE.
Location DescriptionIN TUOLUMNE COUNTY ON STATE ROUTE 120 FROM 7.6 MILES EAST OF YOSEMITEJUNCTION TO 4.8 MILES WEST OF THE TOWN OF MOCCASIN AT TUOLUMNE RIVER/DON PEDRO RESERVOIR (JAMES E.
QA Service Level1 (Verified on 12/19/2014)

Sample Information

Sample Taken Date10/12/2016 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing10/13/2016 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 byMichelle
Last name of sampler or witnessed byHaughey Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameSDI Urick
Transportation Laboratory (TL) NumberNA Inspector Lot Number from the Transportation Laboratory (TL) FormNA
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)27K4 10L4
Part Number (s)SDI14 6A Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)Urick
Prestressing ManufacturerSDI

Test Details

DIME Sample ID: 2016-10-12-1
DIME Test ID: 2016-10-12-1-1
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: 2016-10-13

Test Results


Number of Samples: 2
Input Type: Calculated
Tester's full name: Fred
Date of test: 10/13/2016
UTM: 67KIP
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1DI120.4980.1948613861089508.3Fred
2DI120.4980.1948604151068409.4Fred

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

Test was verified on 10/13/2016 ✔