16-Exhibit 3 Intersection Valley Gutter Typical Details -2.11R.pdf
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- Attached to
- Roadway Resurfacing and Repair Contract
- Solicitation number
- IFB-25-00314
- Issued by
- Hillsborough County, Florida
About this file
This document is a Transportation Technical Manual Exhibit from Hillsborough County, Florida, specifically detailing a typical intersection valley gutter design. The technical drawing provides a detailed cross-sectional view (Section A-A) and plan view of a valley gutter, with precise measurements and specifications for construction. The design includes specific requirements for concrete composition, reinforcement, and structural elements such as expansion joints and a Miami Curb.
The technical specification notes that the concrete must be Class I with a minimum 28-day compressive strength of 3000 psi. The valley gutter is constructed with 6-inch thick concrete, utilizing 6"x6" #10 WWM (welded wire mesh) reinforcement. The drawing includes detailed dimensional annotations, showing a 4'-0" total width with 2' sections on each side, and specifies 5-No.5 bars at 11" intervals. The document is labeled as Drawing No. TD-6 and is part of the Transportation Technical Manual for Hillsborough County, providing a standardized design for intersection valley gutter construction.
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Text version
EXHIBIT 3
File details come from the government source that posted it. Updated .