Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2020-10-23-3
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: 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
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 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 | | 0601304 | 0.508 | 0.20268 | 66487 | 88468 | 27.7 | bewing | | 0601304 | 0.503 | 0.19871 | 65740 | 88300 | 29.6 | bewing |
| |
|
UTM
|
67kip
|
|
Temperature
|
72 F
|
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 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
|
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
|
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 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
|
0.173 %
|
|
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 %
|
