Summary for Test 2019-04-11-7-1

Test performed: ASTM A370-15

Project Information

Project IdentifiersProject ID: 212304
DEA: 021C7504
EFIS: 0200000080
DIST-CO-RTE-PM02-PLU-70-14.9
Award Date11/30/2017
Closeout Date11/24/2021
Work DescriptionCONCRETE BRIDGE, RETAINING WALLS, HMA, DRAINAGE AND GUARDRAIL.
Location DescriptionPLUMAS COUNTY NEAR BELDEN AT YELLOW CREEK BRIDGE 09-0008
QA Service Level1 (Verified on 04/02/2018)

Sample Information

Sample Taken Date04/11/2019 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing04/16/2019 Sample typeQuality Assurance
A brief description of the sampleCasting The quantity of what the sample constitutes4
From where was the sample collectedManufacturer 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 Farrar
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM6 - Ductile Iron Cast Samples Heat Number (s)A319 C209
Part Number (s)68 04 2532 68 05 144 Material SpecificationA536
Grades80-55-06 Metal Foundry Manufacturer (Mill)DSI
Prestressing ManufacturerFarrar

Test Details

DIME Sample ID: 2019-04-11-7
DIME Test ID: 2019-04-11-7-1
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: 2019-04-26

Test Results


Number of Samples: 4
Input Type: Calculated
Tester's full name: Steve
Date of test: 04/18/2019
UTM: 67KIP
Temperature: 72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
1A3190.5020.19796136310724010.9Steve
2A3190.5010.19716139010802010.8Steve
3C2090.5020.1979633241131809.1Steve
4C2090.5020.1979629781129209.5Steve

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

Test was verified on 4/19/2019 ✔