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Project: SUNY ESF GATEWAY BUILDING

Owner: State of New York
Client: SUNY Construction Fund
Completion Date: 2012
Construction Cost: $20 Million

Project Description:

Bryant Associates, PC is providing the civil site design services for this project, Civil site design includes, review and amending topographic survey, utility relocations, parking lot relocation evaluation, emergency accesses, sidewalks, landscaping and hardscapes, stormwater management & permitting, sewer, water and gas service construction and relocation. This project has a LEED Platinum goal. Bryant Associates, PC prepared all specifications for the civil site portion of this project in MasterFormat™. Bryant Associates, PC as a sub-consultant is responsible for drawing coordination and control transfer from other disciplines such as MEP, Geotech &Structural. This included coordination of demolition drawings utility relocation and architectural foot-print which is critical to adjacent existing campus structures for potential future connection. Bryant designed this project utilizing a 3D model for existing and proposed utilities, relocation and demolition (Screen shots shown on lower left). Architectural "Revit Foundations and Framing Incorporated in\to Real World Model. Bryant also incorporated the shoring and tie-back system into the model for conflict resolution and design assistance. Bryant is continuing to progress this model through construction to supply the CM and Ccontractors with up to date site information. This project is a NYS SUNY Construction Fund Project. Project procedures followed NYS SUNY SUCF Program Directives.

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Project: Grand Ave (C.R. 39)
Location: Onondaga County, NY
Owner/Client: Onondaga County Department of Transportation (OCDOT)
Completion Date: 2009
Construction Cost: $2.3 Million

Project Description:
As Prime Consultant, BRYANT ASSOCIATES performed the preliminary and final design for the reconstruction of 2.7 km roadway reconstruction project. Work included roadway reconstruction and overlay, new closed drainage systems, a reconfigured/realigned 4-leg intersection with signalization (shown in photo), utility relocations and two (2) large box culvert replacements. The drainage and utility conflicts on this project were significant. Bryant design and ROW survey and mapping, and developed design report. A complete environmental screening was performed. In addition, stream realignment, bank stabilization and fish habitat features where designed. Bryant developed displays and gave the technical presentation at the Public Information Meeting.

APWA 2008 “Transportation Project Of The Year” View & Print Poster

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Project: SUNY BROCKPORT - Special Events Recreation Center - SERC Phase 1 & SERC Phase 2
Owner: State of New York
Client: SUNY Construction Fund
Completion Date: 2012
Construction Cost: $38 Million SERC Phase 1 / $6 Million SERC Phase 2

Project Description: Phase 1
Bryant Associates provided civil site design services of this $32M+ college recreational facility expansion project. Tasks included the civil site design including, topographic survey, 900 space multipurpose parking lot facility, emergency accesses, frontage roads and drop off centers, sidewalks, loading dock access, structural design of retaining walls, landscaping and hardscapes, stormwater management & permitting, sewer and water service layout, demolition and utility relocations. The storm water management included “Green” Infiltration Islands, Detention Ponds and outfalls redistribution in order to alleviate an existing over taxed closed drainage system. This project has a LEED Platinum goal. Bryant Associates has investigated and evaluated LEED items along with preparing all documentation related to civil site LEED components.

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Project Description: Phase 2
Under seperate contract from Phase 1, Bryant Associates was selected to provided civil site design services of this $6M+ project. Tasks included the civil site design including, topographic survey, drop off centers, sidewalks, loading dock access, rain garden design & landscaping and hardscapes, stormwater management & permitting, sewer and water service layout, demolition and utility relocations. This project has a LEED Platinum goal Associated with Phase 1. Bryant Associates has investigated and evaluated LEED items along with preparing all documentation related to civil site LEED components.

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Project: Crouse Irving Memorial Hospital Surgical Expansion
Owner: Crouse Irving Memorial Hospital, Syracuse, New York
Client: Crouse Irving Memorial Hospital
Completion Date: 2009
Construction Cost: $50 Million

Project Description:
Bryant Associates provided design services to Crouse Memorial Hospital for 4 projects related to the 3 story $50M+ hospital expansion project. Design Services included, the main entrance and parking facility, city roadway repair and reconstruction, landscaping, ADA compliant walkways, sewer, water service design and stormwater design and compliance. Bryant also provided Alternatives for a reconfiguration of the Emergency Room Entrance and Ambulance Bays. Bryant Associates is also responsible for the property & topographic and detailed vertical structural survey, along with preparing base mapping and As-Built plans. Bryant Associates, P.C. also supplied full specifications for all site components in CSI Format. Of the projects five phases, three have construction.

Bryant Associates has also performed civil site design services for a garage rehabilitation project and three parking lot facility projects. Each parking facilities consisted of over 200 spaces with Kard-Key access, lighting and “Blue-Light” emergency service. Bryant provided Traffic studies, contract documents, construction management and inspection services. Bryant Also prepared and presented materials for City permitting and zoning variances.

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Project: Crouse Irving Memorial Hospital
Owner: Crouse Irving Memorial Hospital, Syracuse, New York
Client: Crouse Irving Memorial Hospital
Completion Date: 2009
Construction Cost: $400

Project Description:
Bryant Associates performed civil site design services for a garage rehabilitation project and three parking lot facility projects. Each parking facilities consisted of over 200 spaces with Card-Key access, lighting and “Blue-Light” emergency service. Bryant provided Traffic studies, contract documents, construction management and inspection services. Underground stormwater management systems were also designed on one of the lot expansion projects. Bryant also prepared and presented materials for City permitting and zoning variances.

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Project: New York State Thruway Route 370 Traffic Impact Study
Owner: New York State Thruway Authority, Albany, New York
Client: New York State Thruway Authority
Completion Date: 2009

Project Description:
This project included a traffic impact study for the potential closure of the Rte 370/I-90 overpass bridge in Liverpool New York. The project area encompassed over 3 square miles, 13 intersections of which there were 9 signalized. The village of Liverpool roadway configurations were complex ranging from two- way local streets to 6 lane primary arterials. Bryant developed complex "Trip Generation" data to simulate detour conditions for the bridge closure. Traffic data consisted of existing traffic data, traffic counts, projected counts for construction year scenarios and detailed aerial mapping of commercial and residential zones. Traffic modeling was performed with SYNCRO® and consisted of emulating the existing conditions and detour condition scenarios. The impact study addressed ingress/egress, saturation, LOS changes along with travel time and speeds. Traffic signal data was both gathered from municipalities and field generated. Bryant Associates would like to thank all involved municipalities for their support.

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Project: Syracuse-Cedervale Road / Fay Road (C.R. 39)
Location: Onondaga County, NY
Owner/Client: Onondaga County Department of Transportation (OCDOT)
Completion Date: 2009
Construction Cost: $1.5 Million

Project Description:
As Prime Consultant, BRYANT ASSOCIATES performed the preliminary and final design for this 1.3 km roadway reconstruction project. Work included roadway reconstruction and overlay, reconstructed shoulders, replacement of open drainage systems, a reconfigured 5-leg intersection with signalization, and utility relocations. Bryant performed the design, and ROW survey and mapping, and developed the design report. A complete environmental screening was performed, including the identification and removal of contaminated materials. The project also included the reconstruction of 1000 meters of Onondaga Boulevard. Bryant developed displays and gave the technical presentation at the Public Information Meeting.

APWA 2006 “Transportation Project Of The Year” View & Print Poster

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Project: Route 394 R&P
Location: U.S. Route 62toI-86 Steamburg, NY
Owner/Client: New York State Department of Transportation (Region 5)
Completion Date: 2000
Construction Cost: $14 Million

Project Description:
This project included the resurfacing/reconstruction of NY Route 394 in Chautauqua and Cattaraugus Counties. The project length was 22.5 km, and the two-lane highway extended through two historic districts in the villages of Randolph and East Randolph. The project also included three bridge replacements and three major bridge rehabilitations. Major and complex drainage improvements in the historic villages were also necessary. Bryant Associates, P.C. generated visual simulations for 6 separate locations through the historic areas.

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Project: U.S. Rte 7 Arterial Bennington Bypass
Owner/Client: Vermont Agency of Transportation
Completion Date: 1998
Construction Cost: $45 Million

Project Description:
This VAOT project involved the construction of 5.5 miles of 4-lane VT Route 7 on new location. The new highway would bypass the Town of Bennington, VT. Two interchanges and 25 structures were also part of the project. This project was located in an environmentally sensitive area, which resulted in many bridge and culvert crossings over major streams. Close coordination with various agencies and the public was required.

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Project: Westmoreland Tandem Trailer Facility (NYS Thruway Exit 32)
Location: Westmoreland, New York
Owner/Client: New York State Thruway Authority
Completion Date: 1998
Construction Cost: $2.3 Million

Project Description:
This project involved the design of a truck tandem facility for the New York State Thruway Authority, consisting of a 5 acre tandem parking lot, toll plaza and Park-n-Ride expansion. The design included the tandem lot layout, design of access ramps, toll lane and canopy extensions. Drainage design also provided for a detention pond and an integral oil/water separator. The project also included the analysis and design of an actuated interconnected signal system.

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Project: New York State Thruway (I-90) - West Bergen Road Bridge
Location: OverThe New York State ThruwayM.P. 380.57
Owner/Client: New York State Thruway Autority
Completion Date: (In Final Design Phase)
Construction Cost: $3,700,000

Project Description:
As Prime Consultant, Bryant performed preliminary and final highway and bridge design including design survey and mapping.
The existing 4-span steel structure will be replaced with a 2-span continuous weathering steel structure with integral abutments. This $3.7 million project includes updating the survey and mapping, design report, foundation design report, seismic design, approach roadway reconstruction, profile modification, guide rail replacement, and the preliminary and final bridge design.

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Project: New York State Thruway (I-90) OverThe Mohawk River
Location: New York State ThruwayM.P. 237.33
Owner/Client: New York State Thruway Autority
Completion Date: 2013
Construction Cost: $8,300,000

Project Description:
As Prime Consultant, Bryant performed preliminary and final highway and bridge design including design survey and mapping.
The existing 380 ft. five-span haunched riveted painted steel plate girder superstructure was replaced with a jointless three-span haunched continuous weathering steel structure. Work included the addition of approach slabs, substructure rehabilitation and modification, bearing design, scour protection, closed drainage system design, wetland delineation, SPDES Phase II permits, and Traffic Control with mainline crossovers. A steel bridge barrier system (design service level TL-5) which allowed roadway drainage to pass under the barrier system eliminated the need for scuppers.

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Project: Middlebury Bridge No. 5
Location: Main Street (C.R. 7) over Oatka Creek
Owner/Client: Wyoming County Department of Highways
Completion Date: 2003
Construction Cost: $640,000

Project Description:
Bryant Associates, P.C. provided services for Preliminary through Final Design (Phases I-VI) for the replacement of the existing single span steel multi-girder bridge with a prestressed adjacent box beam structure with integral abutments. The approach work included both vertical and horizontal alignment modifications to limit adjacent wetland impacts and meet current design standards. Also included were survey and mapping, ROW, hydraulic analysis, foundation analysis, environmental permits, utility relocations, and construction inspection services. Construction of this project was funded through the Federal-aid transportation program, as authorized by the Transportation Equity Act for the 21st Century (TEA-21).

Project: Bellamy Harbor Park Pedestrian and Bicycle Bridge
Location: Rome, NY
Owner: City of Rome
Client: New York State Thruway Authority
Completion Date: 2001
Construction Cost: $890,000

Project Description:
This project was designed by Bryant Associates, P.C. under contract with the New York State Thruway Authority in coordination with the NYSDOT and the City of Rome. This structure is owned by the City of Rome and spans the Mohawk River where the river meets the Erie Canal. The 70 meter (230 ft.) single span weathering steel bridge carries pedestrian and bicycle traffic out of Bellamy Harbor Park toward the Fort Stanwix National Monument. The abutments of the original truss vehicle bridge were modified and rehabilitated to support the new pedestrian structure. Site lighting, concrete pavers, railings, and landscaping were an integral part of this contract.

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Project: Gravel Road Bridgeoverthe NYS Thruway@ M.P. 317.46
Owner/Client: New York State Thruway Authority
Completion Date: 1998
Construction Cost: $1,000,000

Project Description:
Bryant Associates, P.C. was responsible for the preliminary and final design of a new two-span continuous weathering steel multi-girder structure, which replaced the existing four-span bridge. The completed contract plans were included with plans developed by New York State Thruway Authority for the replacement of four other overpass bridges in Seneca County. Bryant performed a foundation analysis for all five bridge replacement sites.

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Project: Weedsport Interchange Bridge (NYS Thruway Exit 40)
Location: Weedsport, NY
Owner/Client: New York State Thruway Authority
Completion Date: 2003
Construction Cost: $2.4 Million

Project Description:
This project replaced the original 1953 four span steel multi-girder bridge with a two span continuous weathering steel structure.
Bryant Associates, P.C.'s Scope:
Bryant Associates, P.C.provbided the survey and mapping, design report, foundation design report, and the preliminary and final bridge design for this project. The structure was replaced using staged construction utilizing temporary traffic signalization. Also included were the seismic design, approach roadway reconstruction, profile modification, approach guide railing replacement, and the addition of a median barrier. The New York State Thruway Authority included exit ramp and toll area paving work with this bridge replacement contract.

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Project: Pump Station and Electrical Room Design for the Metropolitan Wastewater Treatment Plant
Location: Syracuse, NY
Owner/Client: Onondaga County Department of Water Environment Protection
Completion Date: 2003

Project Description:
As part of the Syracuse Metropolitan Wastewater Treatment upgrade project, Bryant Associates, P.C. provided structural design and construction details for the secondary effluent pump station and adjacent electrical room. The pump stationhouses four 40,000 pound vertical pumps. Large roof hatches were placed above the pumps to allow for their future removal and replacement. Work at the plant also included the design and details for pile support of the 72 inch secondary effluent force main and 84 inch effluent outfall pipe with connection details to the existing outfall.

Project: Harbor Brook Floatables Control Facilities
Location: Syracuse, NY
Owner/Client: Onondaga County Department of Water Environment Protection
Completion Date: 2002
Construction Cost: $350,000

Project Description:
Structural design and detailing for the floatable net bag unit, concrete anchorage and galvanized steel walkway structure. A stainless steel bar rack attached to the walkway structure was designed to collect large debris under high flow conditions and protect the net bag floatable structure. Site work included access road improvements which consisted of reconstruction and expansion of the existing access road, paved entrance with new drop curbing and sliding security gate.

Project: Ashford Culvert No. 23
Location: Cattaraugus County, NY
Owner/Client: Cattaraugus County Department of Public Works
Completion Date: 1997
Construction Cost: $140,000

Project Description:
This project included the preparation of PS&E documents for the rehabilitation of a 96-inch diameter steel plate pipe using a slip-line procedure. The existing pipe was lined with a polyethylene pipe and grout was pumped in the void between the two pipes. The grout was also used to fill the erosion caused by holes in the existing structure. BAPC also provided survey and construction inspection services for this project.

Project: Emergency Scour Repairs
Owner/Client: Wyoming County Department of Highways

Project Description:
Bryant Associates, P.C. was engaged by the Wyoming County Highway Department to inspect three bridge structures, devise procedures for repair, prepare repair plans and environmental permits, and perform the field inspection. On July 8, 1998, several County owned bridges experienced severe scour damage caused by flooding. Due to the severity of the damage, the NYSDOT red-flagged and closed Sheldon Bridge No. 18, Bennington Bridge No. 8, and Arcade Bridge No. 3. Due to the difficulty in accessing many of the voided areas, various repair procedures utilizing grout filled bags and pumpable concrete were developed. Stone fill was placed to provide for future scour protection. These structures were reopened to traffic within six to eight weeks after the flood.

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Project: TOWN OF CICERO - Engineering & Construction Inspection Services
Owner/Client: Town of Cicero
Completion Date: 2010 ~ Present
Construction Cost: Multi-Million Dollar Development Projects

Project Description:
As the Town of Cicero "Alternate Engineers", Bryant Associates, P.C. provided the Engineering Review and Construction Inspections Services beginning in January 2010. Bryant provided the review for the design of the infrastructure and roadway Contract Plans for the Wallington Meadows" and "Hancock Airpark" private developments. Review also included SWPPP and Erosion & Sediment Control design and compliance. Bryant Associates provided an Engineering Representative and and full-time on-site Construction Inspector for all phases of these projects. Bryant provided material and submittal approvals as well as field verification of products, documentation and testing oversight and field change orders. Bryant's personnel followed Federal "Murk" documentation procedures throughout the contracts which spanned multiple seasons.

Project: I-490/I-590 Interchange Reconstruction (CAN OF WORMS)
Owner/Client: New York State Department of Transportation
Completion Date: 1992 
Construction Cost: $123 Million

Project Description:
Bryant Associates, P.C. performed inspection of the miscellaneous construction operations consisting of all utility work, retaining/sound walls, signing, pavement markings, sidewalks, fencing and landscaping. Bryant Associates, P.C. was also responsible for inspection of the installation of all closed drainage storm water sewers and sanitary sewers as well as the installation of all lighting and traffic signalization systems.

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Project: Bridenbaker Creek Culvert Rehabilitation @ M.P. 225.45
Owner/Client: New York State Thruway Authority
Completion Date: 2001
Construction Cost: $250,000

Project Description:
Bryant Associates, P.C. provided the construction inspection on this double barreled box culvert on Bridenbaker Creek. The construction included major repair to the interior and exterior of the culvert with cast-in-place concrete, as well as channel modification with erosion control measures.

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Project: Metropolitan Wastewater Treatment Plant
Location: Syracuse, NY
Owner/Client: Onondaga County Department of Water Environment Protection
Completion Date: 2001
Construction Cost: $25,000,000

Project Description:
In addition to Bryant Associates, P.C.’s involvement in the structural design of this innovative ammonia and phosphorous removal facility addition to the treatment plant, construction inspection services were also provided. BAPC provided inspectors for both the pile driving operations and for inspection of the civil/structural work during plant construction.

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Project: Metropolitan Wastewater Treatment Plant Survey
Location: Syracuse, NY
Owner/Client: Onondaga County Department of Water Environment Protection
Date of Survey: 2001

Project Description:
Bryant Associates, P.C. performed the field survey and base mapping for the design and upgrade of the $100 million Syracuse Metropolitan Wastewater Treatment Plant. Critical plant elevations were measured for use in preparing a hydraulic profile of the existing plant. The topographic survey located physical features such as roads, signs, lights, manholes, catch basins, along with buried and above ground utilities.

Project: Five Bridges on Route 3
Owner/Client: New York State Department of Transportation
Date of Survey: 2000

Project Description:
Bryant Associates, P.C. performed the design survey and mapping for five bridges on NY Route 3 in Oswego County. Channel survey was also performed for all five bridges, which was used to generate HEC-RAS water surface profiles and channel sections.
The channel overbanks were very flat, and required extra wide sections for proper backwater modeling. Bryant recommended the use of GPS instead of traditional survey methods, which ultimately saved the client $40,000 in survey fees.

Project: Caughdenoy Dam Survey
Location: Caughdenoy, New York
Owner/Client: New York State Canal Corporation
Date of Survey: 1998

Project Description:
Bryant Associates, P.C. performed a topographic and hydrographic survey for an area 400 feet downstream and 2200 feet upstream of the dam. Subsurface elevations were measured using electronically recorded soundings and GPS technology. Over 1800 subsurface elevations were measured in four hours using this technology. These measurements were later confirmed using conventional sounding equipment. The soundings were taken in the backwater above the dam, along an old canal and within a marina. Bryant Associates, P.C. was able to provide the New York Canal Corporation with a very accurate map showing the bottom contours of the area at a low cost.

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