C-F02_SPEED_HUMP_-_10.27.23.pdf

This is a technical specification document for a speed hump design produced by a Department of Public Works Engineering Division, applicable to residential street projects. The document provides detailed construction plans and specifications for speed hump installation, including dimensional requirements, materials, and installation standards. Speed humps are designed to extend to the edge of pavement or lip of gutter pan, with widths that may vary depending on location and available clearances. The specification calls for Davis Tile Red colored concrete with English slate stamped pattern, #4 grade 60 epoxy-coated rebar spaced at 2-foot-0-inch on-center intervals, and subgrade compacted to minimum density per soil classification standards outlined in CDOT Section 203.07. Tooled joints are required at 1-inch depth on 2-foot-0-inch spacing for north-south orientation and 2-foot-3-inch spacing for east-west orientation, with sawcut and sealed joints at 3-foot-6-inch depth spaced 4-foot-6-inch on-center. The design includes 1:12 slopes on both sides of the hump.

The document was approved in January 2019 under detail code C-F02 and serves as a standard specification for speed hump construction in residential street projects. The specification ensures consistency and compliance with engineering standards across multiple installations. No specific quantities, pricing information, contract terms, or procurement timelines are included in this technical specification document, as it functions solely as a design standard for construction contractors implementing speed hump installations as part of broader street improvement projects such as the referenced 2026 Residential Streets Project.