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Sample Record for 2020-10-08-27

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Project Information

Project ID: 214176 DEA: 033F0904 EFIS: 0312000056 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,SJ-5,160-Var
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location Description: SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Mohssen Ghassemi Structure Rep.: Chuck Pazzi

Sample Information

DIME Sample ID: 2020-10-08-27
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM6 - Ductile Iron Cast Samples
Sample Taken Date: 10/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/12/2020
The quantity of what the sample constitutes: 2
A brief description of the sample: Coupon Casting
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Farrar

Material Information

Heat Number (s): H040
Part Number (s): 68 27 172
Material Specification: A536
Grades: 80-55-06
Metal Foundry Manufacturer (Mill): Farrar Corporation
Prestressing Manufacturer: DSI

Test Results

Test 1 of 1

DIME Test ID: 2020-10-08-27-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 10/15/2020
Date Tested: 10/15/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 2
SampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
H0400.50.196356230010897611.1bewing
H0400.50.196356218710921311.1bewing
UTM 67kip
Temperature 72 F