Sample Record for 2020-12-11-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Panther Creek & Hunter Creek Bridges
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.: Brian Cinkutis
Sample Information
DIME Sample ID: 2020-12-11-4
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Department Acceptance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 12/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: 1 1/2" A709 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): 2504752
Material Specification: A709
Grade: 50
Thickness: 1.5
Shape: plate
Metal Foundry Manufacturer (Mill): Nucor
Plate Dimension: 96x480
Test Results
Test 1 of 5
DIME Test ID: 2020-12-11-4-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 01/27/2021
Date Tested: 01/12/2021
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
|
Sample | Heat Number | Diameter (in) | Area (sqin) | Stress at Offset (psi) | Tensile Strength (psi) | Elongation in 4 x d (%) | Tested By | | 2504752 | 0.497 | 0.194 | 57638 | 89190 | 27.8 | bewing | | 2504752 | 0.498 | 0.19478 | 0 | 63715 | -100 | bewing |
| |
UTM
|
67kip
|
Temperature
|
72 F
|
Test 2 of 5
DIME Test ID: 2020-12-11-4-2
Test Method: ASTM E23-12c: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
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
This test has been superseded on 01/27/2021.
Reason: retested
Test 3 of 5
DIME Test ID: 2020-12-11-4-3
Test Method: ASTM E415-17: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
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
This test has been superseded on 01/27/2021.
Reason: retested
Test 4 of 5
DIME Test ID: 2020-12-11-4-4
Test Method: ASTM E23-12c: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
Verified Date: 01/27/2021
Date Tested: 01/13/2021
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:
Temperature Required
|
40 oF
|
Minimum Energy Required
|
25 ftlb
|
Test Temperature 1
|
40 oF
|
Impact Energy 1
|
49.34 ftlb
|
Impact Energy 2
|
16.09 ftlb
|
Impact Energy 3
|
54.28 ftlb
|
Average Impact Energy
|
40 ftlb
|
Striker Radius
|
8
|
Value Exceeds The Machine Capacity?
|
No
|
Test 5 of 5
DIME Test ID: 2020-12-11-4-5
Test Method: ASTM E415-17: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
Verified Date: 01/27/2021
Date Tested: 01/21/2021
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:
Content, carbon
|
0.144 %
|
Content, Si
|
0.346 %
|
Content, Mn
|
1.10 %
|
Content, P
|
0.013 %
|
Content, S
|
0.0020 %
|
Content, Cr
|
0.57 %
|
Content, Mo
|
0.012 %
|
Content, Al
|
0.036 %
|
Content, Co
|
0.014 %
|
Content, Copper
|
0.298 %
|
Content, Nb
|
0.0024 %
|
Content, Ti
|
0.0035 %
|
Content, V
|
0.036 %
|
Content, Lead
|
0.0081 %
|
Content, Boron
|
0.0003 %
|
Content, Fe
|
97.1 %
|
Content, Ni
|
0.239 %
|