Plunkton Road Bridge over Freeman Brook was severely damaged by Tropical Storm Irene. The bridge was damaged, but stable enough to keep open until a new structure could be designed and constructed. D&K’s services included initial inspection of the bridge and assessment of the damage, documentation of field conditions, topographic field survey, preparation of a hydraulic and hydrologic analysis, evaluation of several options to replace the bridge, permitting, preparation of final design drawings, preparation of bid documents, and engineering services during construction. The most economical alternative was determined to be a precast 3-sided box culvert with a 26-ft span to replace the damaged and failing bridge.
Pleasant Valley Estates Mobile Home Park Sewer Extension
Planning, design, and construction phase services for sewer extension to serve the Pleasant Valley Estates (PVE) housing cooperative, a mobile home park located in Claremont, New Hampshire. Project involved detailed review of alternative conceptual sewer plans (“gravity” vs. pumping), checking and updating of conceptual cost estimates, and recommendation for the most cost-effective alternative.
The $1.5-million project included approximately 4,000 lf of 8-inch trunk sewer, 2,000 lf of force main, one primary pump station (vacuum prime, 250-GPM), Route 12 Highway boring and casing, and approximately 80 house service reconnections. Services also involved coordination with PVE board members and representatives and City of Claremont Planning and Development Department, and completion of project funding requirements with New Hampshire Community Loan Fund (NHCLF), the City, and the New Hampshire Department of Environmental Services (NHDES).
Places Mill Road Bridge Replacement
DuBois & King was retained by the Town of Alton to provide bridge study, design, permitting, bidding, and construction phase services to replace the Places Mill Road Bridge over the Sunset Lake outlet. The following deficiencies of the existing bridge resulted in a recommendation for total replacement: sufficiency rating of 49.7%, erosion of the approach roadway at the corners of the bridge, inadequate wingwalls, undermined and poor condition of existing stone masonry abutments, nonexistent approach guardrail, substandard bridge rail, one-lane traffic capacity, and low load carrying capacity of the concrete deck.
DuBois & King completed a study and made recommendations to replace the bridge with a two lane, 36-ft-long, precast concrete arch; provided permit application assistance; and prepared preliminary and final engineering plans and specifications. D&K engineers assisted the Town during the bid phase and provided construction administration and engineering services during construction.
Piper Ridge Water System Improvements
DuBois & King performed an engineering evaluation and design of improvements for the Piper Ridge water system in Winhall, Vermont. The original 25-year-old water system served an 89-unit residential development and was in need of improvements to comply with State standards.
Services provided during the preliminary engineering phase investigations included identifying deficiencies and alternatives for improvements, establishing an opinion of probable costs, screening potential funding alternatives, and developing an implementation schedule. The findings, conclusions, and recommendations were summarized in a Preliminary Engineering Report. Objectives of the design emphasized establishing cost-effective solutions to avoid the need to construct additional water storage volume, replace/upsize large portions of the distribution system, or to construct costly chlorine contact time improvements.
Pier Covered Bridge
DuBois & King was selected by the New Hampshire Division of Historic Resources (NHDHR) to provide consulting services for the historic preservation and rehabilitation of the Pier Covered Bridge. The bridge is a 217-ft-long, two-span continuous covered bridge constructed in 1907 with lattice-type trusses using Town’s double web lattice patent. Design of preservation measures and repairs included:
Installation of a dry sprinkler system
Installation of a linear heat detection system
Application of intumescent paint
Application of fire retardant
Installation of a dry hydrant
Installation of a power source for heat detection/lighting
Structural repairs to deteriorated upper lateral bracing
Repairs/replacements to timber siding
Repairs to timber deck and runner planks
Application of insecticide at abutments
Principles of the Secretary of the Interior’s Standards for Rehabilitation and the Burlington Charter were applied to all phases of the work. This project included a Section 106 historical clearance.
