MOVE MAILBOX ASSEMBLIES
PART 1 GENERAL
1.1SECTION INCLUDES
A.Materials and procedures for moving or reconstructing mailbox supports.
1.2RELATED SECTIONS
A.Section 03055: Portland Cement Concrete
1.3REFERENCES
A.AASHTO M 232: Zinc Coating (Hot-Dip) on Iron and Steel Hardware
B.ASTM A 513: Electric Resistance Welded Carbon and Alloy Steel
Mechanical Tubing
1.4DEFINITIONS Not Used
1.5SUBMITTALS Not Used
PART 2 PRODUCTS
2.1CONCRETE
A.Use B(AE) concrete mix. Refer to Section 03055.
2.2MAILBOX MOUNTING HARDWARE
A.Provide all material necessary to meet the GW Series Standard Drawings.
B.Post – welded mechanical tubing. Refer to ASTM A 513.
C.Galvanize all hardware. Refer to AASHTO M 232.
Move Mailbox Assemblies
PART 3 EXECUTION
3.1MOVE MAILBOX OR MAILBOX ASSEMBLY
A.Furnish and install new post, shelf, and brace.
1.Firmly attach box to the support.
B.Install temporary post and mailbox if needed until permanent assemblies
are installed.
1.Remove when no longer needed.
C.Remove and dispose of existing post and mounting hardware.
D.Fill and compact the hole created by removing post.
1.Compact to density of adjacent material.
END OF SECTION
Move Mailbox Assemblies
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Source: Utah Standard Specifications for Road and Bridge Construction, 2026 Edition. Pages 229–230 of 1,331. View official source ↗