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: 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.: Brian Cinkutis
DIME Sample ID: 2021-04-23-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 227-7263
Type of Sample: Acceptance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 04/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/28/2021
The quantity of what the sample constitutes: 1 Plate
A brief description of the sample: 1" ASTM A709 Gr50T1/T2 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: 2021-04-23-2-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 05/06/2021
Date Tested: 05/05/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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 | | 0606338 | 0.501 | 0.19714 | 60326 | 87253 | 23.7 | bewing | | 0606338 | 0.501 | 0.19714 | 60761 | 87971 | 25.7 | bewing |
| |
|
UTM
|
67kip
|
|
Temperature
|
72 F
|
DIME Test ID: 2021-04-23-2-2
Test Method: ASTM E415-17: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
Verified Date: 05/06/2021
Date Tested: 05/06/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Content, carbon
|
0.164 %
|
|
Content, Si
|
0.184 %
|
|
Content, Mn
|
1.38 %
|
|
Content, P
|
0.0099 %
|
|
Content, S
|
0.0018 %
|
|
Content, Cr
|
0.081 %
|
|
Content, Mo
|
0.028 %
|
|
Content, Al
|
0.029 %
|
|
Content, Co
|
0.013 %
|
|
Content, Copper
|
0.278 %
|
|
Content, Nb
|
0.0014 %
|
|
Content, Ti
|
0.0019 %
|
|
Content, V
|
0.047 %
|
|
Content, Lead
|
0.0080 %
|
|
Content, Boron
|
0.0005 %
|
|
Content, Fe
|
97.5 %
|
|
Content, Ni
|
0.140 %
|
DIME Test ID: 2021-04-23-2-3
Test Method: ASTM E23-12c: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
Verified Date: 05/06/2021
Date Tested: 05/06/2021
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: paul.lukkarila@dot.ca.gov
Organization Phone: 916-227-7257
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
|
23.6 ftlb
|
|
Impact Energy 2
|
33.3 ftlb
|
|
Impact Energy 3
|
19.3 ftlb
|
|
Average Impact Energy
|
25 ftlb
|
|
Striker Radius
|
8
|
|
Value Exceeds The Machine Capacity?
|
No
|