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Testing Report for 2016-07-16-1-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 07121844
EFIS: 0700000117
Project ID: 3807
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-42.8/47.3
Work Description: CONSTRUCT HOV LANES, RETAINING WALLS AND SOUND WALLS.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES, GLENDALE, AND BURBANK FROM ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: James Shih
Structure Rep.: Matthew Remo

Sample Information

DIME Sample ID: 2016-07-16-1
TL Number from the TL Form: C952637 thru C952648
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 7/16/2016
Date that the sample was received by the laboratory/organization performing the testing: 7/26/2016
The quantity of what the sample constitutes: 12
A brief description of the sample: Check Sample Plates
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Stinger Bridge Iron

Material Information

Heat Number(s): 2U133-403, 2U025-902, 2U036-503, 2U229-203, 2
Material Specification: A709
Grade: 50
Thickness: .5in .625in 1in 1.25in
Shape: Square
Metal Foundry Manufacturer (Mill): EVRAZ
Plate Dimension: 12in x 12in

Test Information

DIME Test ID: 2016-07-16-1-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Date Tested: 8/3/2016
Verified Date: 8/9/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of Samples: 24
Sample Heat Number Diameter (in) Area (sqin) Stress at Offset (psi) Tensile Strength (psi) Elongation in 4 x d (%) Tested By
2U229 0.495 0.1924 53532 73440 29.6 Brian
2T740 0.497 0.194 65005 76780 30.3 Brian
2U059 0.495 0.1924 55828 72410 29.3 Brian
2U059 0.496 0.1932 55315 72860 29.3 Brian
2T923 0.501 0.1971 68145 84740 27.3 Brian
2T923 0.493 0.1909 71835 85380 22.4 Brian
2T952 0.497 0.194 68200 82650 26.8 Brian
2T952 0.498 0.1948 67419 82430 24.6 Brian
2U025 0.495 0.1924 59487 81500 27.5 Brian
2U025 0.498 0.1948 59379 81270 28.5 Brian
2U036 0.493 0.1909 54337 74060 29.6 Brian
2U229 0.494 0.1917 53662 73280 29.6 Brian
2U036 0.495 0.1924 54508 73970 31.6 Brian
2U024 0.497 0.194 54672 76480 28.3 Brian
2U024 0.495 0.1924 55051 76780 29 Brian
2T276 0.346 0.094 67066 83320 27.9 Brian
2T276 0.347 0.0946 67084 83450 23.1 Brian
2U133 0.497 0.194 54617 76500 27.1 Brian
2U133 0.497 0.194 54112 76590 27.5 Brian
2U230 0.496 0.1932 54128 73920 29.8 Brian
2U230 0.494 0.1917 53598 74040 31 Brian
2U134 0.497 0.194 63297 75900 30.5 Brian
2U134 0.499 0.1956 62434 76050 30.5 Brian
2T740 0.496 0.1932 66252 76630 30.4 Brian
UTM: 67KIP
Temperature: 72 F