Access Denied!!!

It appears that you are using a private browser which blocks some scripts necessary for this page to function properly. As a result, you may experience limited functionality or the page may not work at all.

To access this page, please consider using a different browser or switch to the standard version of Firefox.

Thank you for your understanding.

Access Full Project

Publicly Funded

Privately Funded

Bidding Soon

Documents Available

Addenda Available

Post-Bid

Post-Bid

Saving Project...

Full details on over 250,000 Projects including 2000 updated daily available to subscribers

August 3, 2023

October 2, 2023

February 19, 2024

Multiple Locations

Site Work

No Information to Display

$1,024,385.00

Public - County

img_map_placeholder

Multiple Locations, Ford, KY

Subscribe to View Full Documents

Provide recommendations for cathodic protection based on field soil resistivity measurements Calculation Parameters: 1. The pipe will be installed in two sections a. The first section will be installed between Alexandria Pike and U.S. Route 27, a distance of approximately 520-ft b. The second section will be installed between Bob Huber Drive and the Claryville elevated water tank, a distance of approximately 1,540-ft c. The section of pipe between the west side of U.S. Route 27 and the east side of Bob Huber Drive (approximately 400-ft) is not being replaced. d. All tie-ins will be made to existing 12-inch water main. 2. The 2,500-ft of 16-inch polyethylene encased ductile iron pipe has an OD of 17.4-inch (DI specifications) 3. Majority of pipe will be installed to a minimum depth of 5.5-ft; approximately 700-ft of pipe will be installed to a minimum depth of 9.5-ft 4. The average soil resistivity in the Barnes Soil Layer Calculations for the 5.0-ft to 7.5-ft layer is 1,399-ohm-cm. The average soil resistivity in the Barnes Soil Layer Calculations for the 7.5-ft to 10.0-ft layer in the area of the deeper pipe location is 1,870-ohm-cm. 5. We ran two calculations using average soil resistivity readings of 1,400 ohm-cm and 1,870- ohm-cm. 6. The low soil resistivities indicate a very corrosive environment with respect to ductile iron pipe and an anticipated high current output of magnesium anodes, thus a reduced calculated design life. A 48-lb magnesium anode will provide the longest calculated life. 7. Zinc anodes were considered in the design, but they did not provide any longer calculated design life and there were only a few locations where the resistivities were under 1,000 ohmcm. 8. Consider only 2% of the pipe will be exposed to the surrounding environment due to tears of the polyethylene encasement during backfilling 9. Use 1.5 ma/sq-ft surface area current density for the exposed ductile iron pipe Engineers estimate is $1,239,599.90. Construction of approximately 2,080 linear feet of 16 class 50 ductile iron pipe water main together with the appurtenances and related work for a cross country water main from the water tower to old Alexandria Pike near Alexandria, Campbell County, Kentucky.

21 Record(s)

Subscribe to Get All Contact Details

Trades

Division 00 - Lorem Ipsum

Division 00 - Lorem Ipsum

Lorem, Ipsum, Dolor, Sit amet
Subscribe to See All Trade Details

You’ve Reached the Free View Limit

Want to see more project and bidder data in your market? Check out our product options and see what works best for you and your business.

Come back in [[refresh_days]] to get [[project_count]] more free projects.

Related Projects