Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994673 DEA: 033F0704 EFIS: 0312000054
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-2.0/3.5
Work Description: American River Bridge Rehabilitation
Location Description:
Contractor Name: American River Constructors
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: John Ruzic Structure Rep.: Pha Tran
DIME Sample ID: 2024-07-19-15
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 07/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2024
The quantity of what the sample constitutes: 1
A brief description of the sample: Check Plate
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Job site
Heat Number(s): NA
Material Specification: N/A
Grade: NA
Thickness: 1"
Shape: Circle with one side flat
Metal Foundry Manufacturer (Mill): NA
Plate Dimension: 3.25"
DIME Test ID: 2024-07-19-15-1
Test Method: ASTM A370-20: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 07/26/2024
Date Tested: 07/23/2024
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 | | | 0.249 | 0.0487 | 38699 | 71750 | 35 | aauvinen | | | 0.249 | 0.0487 | 38081 | 71593 | 37.8 | aauvinen |
| |
|
UTM
|
67kip
|
|
Temperature
|
72 F
|
DIME Test ID: 2024-07-19-15-2
Test Method: ASTM E18-20: Standard Test Methods for Rockwell Hardness of Metallic Materials (Hardness)
Verified Date: 07/26/2024
Date Tested: 07/24/2024
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:
|
Sample No.
|
1A
|
|
Rocap Number
|
no data
|
|
Heat Number(s)
|
no data
|
|
Mfg. Lot Number
|
no data
|
|
Finish Coating
|
Plain
|
|
Product Markings
|
0
|
|
Size
|
0
|
|
Bolt Length
|
0
|
|
Hardness Reading Scale
|
C Scale
|
|
Hardness Reading Average
|
78.65
|
|
Spacing
|
no data
|
DIME Test ID: 2024-07-19-15-3
Test Method: ASTM E415-21: Standard Test Method for Analysis of Carbon and Low-Alloy Steel by Spark Atomic Emission Spectrometry
Verified Date: 07/26/2024
Date Tested: 07/24/2024
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
|
0.244 %
|
|
Content, Si
|
0.0488 %
|
|
Content, Mn
|
1.12 %
|
|
Content, P
|
0.0099 %
|
|
Content, S
|
0.0077 %
|
|
Content, Cr
|
0.0042 %
|
|
Content, Mo
|
0.0061 %
|
|
Content, Al
|
0.0100 %
|
|
Content, Co
|
0.0241 %
|
|
Content, Copper
|
0.0627 %
|
|
Content, Nb
|
0.000 %
|
|
Content, Ti
|
0.00068 %
|
|
Content, V
|
0.0013 %
|
|
Content, Lead
|
0.0166 %
|
|
Content, Boron
|
0.00069 %
|
|
Content, Fe
|
98.4 %
|
|
Content, Ni
|
0.0047 %
|