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Saunders Hill Road Truss Bridge Rehabilitation

 

Services for the rehabilitation of a historic truss bridge on Saunders Hill Road over the Baker River consisted of evaluating existing conditions and designing emergency repairs. Initial repairs were limited to floor framing in order to eliminate structural deficiencies and reopen the bridge as soon as possible. Improvements included replacement of 56 steel stringers, 7 floor beams, 7 fixed stringer bearing pads, 7 expansion stringer bearing pads, and minor repairs to the timber deck.

Phase II scope included design for complete rehabilitation of the truss bridge and approach roadway to current NHDOT and AASHTO standards, while retaining the historic features of the bridge. A new timber deck, timber bridge and transition rails, and approach beam guardrails were provided. Significant repairs were made to the concrete abutments and wingwalls. All steel components of the bridge (trusses, floor beams, stringers, and bearings) were stripped to bare metal and a new 3-coat polyurethane paint system was applied in accordance with NHDES, NHDOT, and OSHA guidelines and specifications.

Services included preparation of Project Review and Compliance form, coordination of photo documentation for the New Hampshire Division of Historical Resources, preparation of contract documents, and preparation of an Engineers’ Estimate of probable costs. Provided bid and construction phase administration and resident engineering services.

Rehabilitation of the bridge increased the load carrying capacity from six tons to exceed the legal load requirements. The bridge has been removed from the NHDOT Redlist and posting of the bridge for weight restriction is no longer required.

Saint Michael’s College Student Center and Residence Hall

 

Structural design for the Saint Michael’s College Student Center and Residence Hall. The project consists of two new four-story structures with a one-story Connector Link. The approximate square footage of the Student Center, Residence Hall, and Connector Link is 39,900 sf, 43,400 sf, and 1,200 sf, respectively. The construction value of the project is $24 million.

Some of the complex design features of the Student Center building are large column free spaces, vaulted ceilings and roof lines, and a complicated exterior wall system, all requiring specialized structural framing. The primary structural design for the Student Center is moment-resisting steel frames with a composite steel floor framing system. The foundations are conventional spread footings. The exterior wall system consists of brick veneer and curtain wall requiring a complex shelf angle, hanger, and kicker-brace support system.

The Residence Hall structural framing consisted of a precast hollow-core plank floor system, braced frames for lateral load resistance, and a spread footing foundation. The gable roof is framed with light-gage steel trusses. Brick veneer and curtain wall were used for the exterior cladding system.

The project received a Grand Award in the Engineering Excellence Awards sponsored by the American Council of Engineering Companies/Vermont Section. The project was recognized as an outstanding example of engineering excellence in the category of: Buildings, Structures, and Support Systems.

Ryegate Fire District No. 2 Water System Improvements

 

Final design, bid phase, and construction phase services for community water system improvements to bring the system into compliance with the Water Supply Rule. The design included standby chlorine disinfection with retention tanks, master water meter, water main relocation/extension, and solutions for controlling and monitoring source vulnerable. Prepared contract documents, technical specifications, construction cost estimate, and Permit to Construct application. Coordinated with owner, Northeast Rural Water Association, and the Vermont Agency of Natural Resources throughout the duration of the project. Provided bid phase and contractor procurement assistance and periodic construction inspection services.

Rutland – Southern Vermont Regional Airport

 

Runway 01 Safety Area (RSA) Improvement. Southern Vermont Regional Airport is a general aviation and small-scale commercial airport served by a 5,003-ft runway and minimal apron surrounding the terminal buildings, and a localizer separated 470 ft from the north end of the runway.

The Runway Safety Area Improvement Project included the design of a new 50-ft-wide taxiway parallel to the existing 5,003-ft by 100-ft-wide runway to serve as a staging and taxi area, which was previously accomplished solely by the runway. The project included construction of a 600-ft-long RSA at the north end of the runway, which uses an Engineered Material Arresting System (EMAS) to safely arrest overrunning aircraft. This system resembles a runaway truck ramp. In place of a gravel or sand medium, the EMAS uses crushable concrete blocks installed on top of pavement at the end of the runway. This reduces the required length of the RSA by 40%. Due to the grade at this end of the runway, a 55-ft-high two-step mechanically stabilized earth retaining wall was necessary to reduce impacts to a nearby Class III wetland and to maintain a reasonably level surface. Project included relocation of the localizer. Design also included the connection of Taxiway D to the end of the runway. For this project, DuBois & King also provided permitting assistance for stormwater, construction stormwater, and Act 250.

Runway 19 Safety Area Improvement. Construction inspection services for the construction of a 600 ft by 400 ft Runway Safety Area on the end of Runway 19. Professional services include shop drawing review, periodic site visits, subconsultant coordination, review of change orders and RFIs, final inspection, preparation of record drawings, and updates to the Airport Layout Plan.

VT 116 Corridor Study

 

Working with the Town of Hinesburg and the Chittenden County Regional Planning Commission, D&K prepared a corridor plan for Route 116 through the Town of Hinesburg’s village area. While traffic congestion occurs regularly during the peak hours, the Town is exploring a wide range of strategies that may alleviate congestion, while enhancing the village for other modes of transportation and economic vitality. The plan is comprehensive and explores land use, growth, street connectivity, and safety and efficiency for all modes of transportation. Additional considerations are the future jurisdiction and management of Route 116, and stormwater management and mitigation actions that can be implemented through transportation projects. Services included:

Rights-of-way, utilities, and resource identification
Base mapping utilizing GIS
Multimodal traffic forecasts
Public meetings
Analysis of alternative strategies
Analysis of options for local control of Route through village
Conceptual design of multimodal improvements
Recommendations for land use
Recommendations for multimodal transportation