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Sample Record for 2020-10-23-3

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Project Information

Project ID: 214579 DEA: 010B0904 EFIS: 0100020444 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-8.2/8.7
Work Description: BRIDGE REPLACEMENT
Location Description: DEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Contractor Name: Golden State Bridge, Inc
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Ryan Dunne Structure Rep.: Bryan Keene

Sample Information

DIME Sample ID: 2020-10-23-3
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Acceptance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 10/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: 5/8" A572/709 Gr 50 plate
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Thompson Metal Fab

Material Information

Heat Number(s): 0601304
Material Specification: A709
Grade: 50
Thickness: .625
Shape: plate
Metal Foundry Manufacturer (Mill): Nucor
Plate Dimension: 120x480

Test Results

Test 1 of 3

DIME Test ID: 2020-10-23-3-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 11/25/2020
Date Tested: 11/06/2020
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:
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
06013040.5080.20268664878846827.7bewing
06013040.5030.19871657408830029.6bewing
UTM 67kip
Temperature 72 F

Test 2 of 3

DIME Test ID: 2020-10-23-3-2
Test Method: ASTM E23-12c: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
Verified Date: 11/25/2020
Date Tested: 11/23/2020
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:
Additional Comments When Verified:
Temperature Required 70 oF
Minimum Energy Required 25 ftlb
Test Temperature 1 70 oF
Impact Energy 1 84.5 ftlb
Impact Energy 2 73.5 ftlb
Impact Energy 3 83.1 ftlb
Average Impact Energy 80 ftlb
Striker Radius 8
Value Exceeds The Machine Capacity? No

Test 3 of 3

DIME Test ID: 2020-10-23-3-4
Test Method: ASTM E415-17: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
Verified Date: 11/25/2020
Date Tested: 11/12/2020
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:
Additional Comments When Verified:
Content, carbon 0.173 %
Content, Si 0.172 %
Content, Mn 1.30 %
Content, P 0.0059 %
Content, S 0.0016 %
Content, Cr 0.067 %
Content, Mo 0.018 %
Content, Al 0.028 %
Content, Co 0.013 %
Content, Copper 0.266 %
Content, Nb 0.0050 %
Content, Ti 0.0025 %
Content, V 0.054 %
Content, Lead 0.0094 %
Content, Boron 0.0005 %
Content, Fe 97.7 %
Content, Ni 0.115 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.