- ENGINEERING INFO
- CASE STUDIES
Ductile Iron Pipe (DIP), once the pipe material of choice in southeastern North Carolina, has become an operating headache costing many local agencies millions of dollars to construct replacement pipelines over time. Exterior corrosion from the salty coastal environment and internal corrosion from hydrogen sulfide production in force mains are the primary culprits. Rather than replace in-kind, most area public utilities are transitioning to PVC pipe as a long term solution to corrosion problems. One recent example is the Cape Fear Public Utility Authority (CFPUA) Northeast Interceptor Rehabilitation Phase II Project, designed by Kimley-Horn & Associates. The project scope included replacing 5,039 LF of 20-inch DIP force main. The project was bid in 2014 and constructed late that year and into early 2015.
Phase I of the work was completed in 2008 using pressure cured-in-place (CIPP) rehabilitation. For Phase II, the utility and Kimley-Horn & Associates evaluated a variety of options before deciding to specify pipe bursting with 20-inch Fusible PVC® pipe as the base bid replacement pipe. Upsized 24-inch DIPS HDPE pipe was the bid alternate.
Craig Wilson, Senior Project Manager with CFPUA described the agency’s reasoning: “With narrow right-of-ways and other utilities adjacent to the Northeast Interceptor, a trenchless solution was the most economical and least invasive project approach. CFPUA’s previous experience with pipe bursting and prior use of 30-inch diameter Fusible PVC® pipe gave us confidence with the construction approach and pipe material.”
State Utility Construction won the bid and hired KRG Utility to perform the pipe bursting. Underground Solutions, Inc. supplied and fused the 20-inch DR18 Fusible PVC® pipe. Mike Paluso, Project Manager for State Utility, commented on how he selected his team during the bid process: “Of the subcontractors that submitted proposals, KRG had the experience and equipment required by project specifications to perform the work. Our Wilmington Division Manager, Dustin Wagner, and Superintendent, Rob Goslee, liked the attributes of the fused PVC pipe for reconnecting the force main system. KRG and Fusible PVC® pipe helped make the project successful.”
|Pipeline Details and Project Summary|
|Project:||Northeast Interceptor Rehabilitation, Phase II|
|Pipe Size:||20” DR18|
|Pressure Test:||150 psi|
|Installation:||Static Pipe Bursting|
|Owner:||Cape Fear Public Utility Authority|
|Engineer:||Kimley-Horn & Associates|
|Prime Contractor:||State Utility Contractors, Inc.|
|Pipe Bursting Sub:||KRG Utility, Inc.|
|Equipment Supplier:||TT Technologies, Inc.|
During design, CFPUA’s consultant, Kimley-Horn, took care to specify pipe wall thickness to meet both the pressure and depth requirements. Much consideration was given during design to the shallowness of the existing force main in some areas, raising concern over potential surface heave, as well as potential disruption to nearby utilities, including fiber optics lines. During construction, Project Manager Jeff Wing, PE worked with the contractor to adjust some of the pit locations based on the conditions of the existing pipe and constructability issues. Wing commented, “The 20-inch DR18 Fusible PVC® pipe met the project requirements and the pipe bursting installation resulted in much less impact to existing roads, utilities, landscaping, and the public compared to the open-cut alternative. In addition, the use of pipe bursting resulted in an expedited schedule that was beneficial to meeting deadlines.”
In addition to the obvious dimensional advantages of 20-inch Fusible PVC® pipe, connections in the pits clearly favored Fusible PVC® pipe versus 24-inch HDPE pipe.