Print Report | Back to Sample Detail

Sample Record for 2017-08-28-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212557 DEA: 033H3604 EFIS: 0317000330 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-89-16.0/16.8, 16.0, 16.8
Work Description: Install soldier pile wall, barrier slab and barrier rail
Location Description:
Contractor Name: STEWART ENGINEERING INC
Contractor Address: P O BOX 990010, REDDING CA 96099
Resident Engineer: Nathan Alterton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-08-28-3
TL Number from the TL Form: C740527
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Verification
Type of Material: SMTL TM6 - Steel Check Sample Plate
Sample Taken Date: 08/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2017
The quantity of what the sample constitutes: 2
A brief description of the sample: Railroad Rail
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Steel Dynamics

Material Information

Heat Number(s): Various
Material Specification: A709
Grade: AREMA SS
Thickness: Various
Shape: Railroad Rail
Metal Foundry Manufacturer (Mill): Steel Dynamics
Plate Dimension: 115RE
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2017-08-28-3-1
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Verified Date: 09/05/2017
Date Tested: 08/31/2017
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 4
SampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
0.5020.1979593691055604.3Brian
0.5020.19795800411406015.7Brian
0.5030.19879135615127013Brian
0.5020.19799501715670013.1Brian
UTM 67KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2017-08-28-3-2
Test Method: ASTM E23-12c: Standard Test Methods for Notched Bar Impact Testing of Metallic Materials (Charpy Impact)
Verified Date: 09/05/2017
Date Tested: 08/28/2017
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 0 ftlb
Test Temperature 1 39 oF
Impact Energy 1 5 ftlb
Impact Energy 2 4 ftlb
Impact Energy 3 5 ftlb
Average Impact Energy 5 ftlb
Striker Radius 8 mm
Value Exceeds The Machine Capacity? No

Test 3 of 3

DIME Test ID: 2017-08-28-3-3
Test Method: SMTL CHEM-16: Steel Chemistry Analysis
Verified Date: 09/05/2017
Date Tested: 08/31/2017
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:
Result Pass