Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-55.9/R56.2
Work Description: Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location Description: IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: David Cooper Structure Rep.: Sal Heredia
DIME Sample ID: 2023-03-09-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM3 - Fastener Assembly
Sample Taken Date: 03/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2023
The quantity of what the sample constitutes: 50
A brief description of the sample: ASTM A307
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Portland Bolt - Oregon
Rocap Number(s):
Heat Number(s): 1201041904
Nut Mfg. Lot Number(s):
Washer Mfg. Lot Number(s):
Bolt Specification: ASTM A307 Grade A
F1554
Bolt Length(s): 12"
Nut Specification: n/a
Washer Specification: n/a
Finish: HDG
Diameter/Size: 1"
Bolt Mfg. Lot Number: 1201041904
Rocap Test Requirement(s):
Lubricant Requirements(s):
DIME Test ID: 2023-03-09-1-1
Test Method: ASTM F606-21: Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets (Hex Cap Screws)
Verified Date: 03/24/2023
Date Tested: 03/21/2023
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: F1554 wedge tensile Gr36
Test Result Compliance:
Additional Comments When Verified:
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Number of Samples
|
1
|
| Sample | Size | Area (in^2) | Peak Load (lbf) | Peak Load (kN) | Tensile Strength (psi) | Stress at Offset (psi) | Load at Offset (lbf) | Comments | | 1 | UNC 1 | 0.606 | 44084 | 196 | 72745 | 47591 | 28840 | F1554 wedge tensile Gr36 |
| |
|
UTM
|
400kip
|
|
Temperature
|
72
|
