http://www.bkiusa.com/aiports daily 0.75 2015-12-02 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439304449521-6XECZQIZIJJ1QBMTJNCW/airport+aerial.jpg Aiports - Louis Armstrong International Airport Drainage Master Plan was contracted by the New Orleans Aviation Board to provide drainage analysis of the 1,500-acre New Orleans International Airport site, which is located within a leveed system entirely below sea level. BKI evaluated computer software programs to find one capable of analyzing this type of urban drainage network and performing BKI the necessary computations on a desktop PC. HYDRA software was used for the 41 sub-basins of the on-site system and HEC-1 and the UNET software were used to analyze the offsite drainage network. The model included interconnected channels and overbank storage areas to account for storm surges which produce water levels above the top bank of the channels. The basin was analyzed for five and ten-year design storms for the existing conditions and future improvements to mitigate flooding due to expansion of the airport. Recommendations for drainage improvements were made based on the results of the analysis. These recommendations included providing a new outfall pumping station and some on-site detention ponds. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439304449521-6XECZQIZIJJ1QBMTJNCW/airport+aerial.jpg Aiports - Louis Armstrong International Airport Drainage Master Plan was contracted by the New Orleans Aviation Board to provide drainage analysis of the 1,500-acre New Orleans International Airport site, which is located within a leveed system entirely below sea level. BKI evaluated computer software programs to find one capable of analyzing this type of urban drainage network and performing BKI the necessary computations on a desktop PC. HYDRA software was used for the 41 sub-basins of the on-site system and HEC-1 and the UNET software were used to analyze the offsite drainage network. The model included interconnected channels and overbank storage areas to account for storm surges which produce water levels above the top bank of the channels. The basin was analyzed for five and ten-year design storms for the existing conditions and future improvements to mitigate flooding due to expansion of the airport. Recommendations for drainage improvements were made based on the results of the analysis. These recommendations included providing a new outfall pumping station and some on-site detention ponds. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439304599603-P1XORSDC9MQPRMV7TZNC/ellington+airport+large.jpg Aiports - City of Houston Ellington Field Pavement Repairs BKI was contracted by the City of Houston to provide design and construction administration for the rehabilitation of Runway 17L-35R, the apron area in front of the Airfield Rescue and Fire Fighting station at Ellington Airfield. The project also included the repair/replacement of pavement slabs along Runway 4-22, Taxiways ‘C’, ‘D’ & ‘G.’ The pavement was evaluated to determine whether the slabs needed to be replaced or repaired. There was also some lighting within the limits on the pavement. These light fixtures were relocated if they could not be worked around. The schedule for the construction within these areas was also very critical to the project. A construction-sequencing schedule was determined in conjunction with the HAS. These schedules included the full demolition of the paved areas where replacement was needed along with the repair/replacement. The construction sequencing also included rerouting aircrafts along alternate taxiways while work was being performed. Buffer areas were maintained in adherence with all FAA requirements. The project also included the replacement of striping that was affected by the construction. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439304668512-OZNVD1FTBVF2AESI7P5T/BR+airport+aerial.jpg Aiports - Baton Rouge Airport Overlay of Taxiways "L" & "E" BKI developed construction documents, including plans and specifications for the installation of an asphalt overlay of existing taxiways, pavement striping, grading, and seeding for Taxiway “E” and Taxiway “L” at the Baton Rouge Airport. The taxiways measured 1,103 feet and 3,290 feet, respectively. The Greater Baton Rouge Airport District selected BKI for this assignment due to the firm’s reputation for successfully advancing projects with limited time frames. The project had to be designed and ready for bid in six weeks in order to utilize additional FAA grant money prior to end of the government fiscal year. BKI designed adjustments to the profile of each taxiway. The design consisted of adjusting the existing taxiway profile with a one-inch leveling course and two-inch surface course, computation of edge profiles, pavement striping plan, airport safety plan, sequence of construction plan, construction erosion control plan, grading, and seeding. BKI also provided quantity estimates, typical sections details, and cost estimating. The total construction cost for this project was approximately $353,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439304914400-IX2DG0AXN7HB2WBX2SHZ/StJohn+Air.jpg Aiports - St. John the Baptist Parish Airport Master Plan Update BKI was selected by the St. John the Baptist government to update the airport’s Master Plan and perform related investigations. They were concerned that the Parish Airport’s long-term viability might be threatened by stagnant growth and a dwindling revenue base. The firm investigated methods of attracting federal and state funds to the airport, suggested safety improvements that could attract Federal Aviation Administration and Louisiana Airport Improvement Program grants, and applied for the grants. BKI reviewed the airport’s existing Master Plan and suggested changes to it that reflected the airport’s slower-than-expected growth since the original Master Plan. The recommended changes focused on increasing the facility’s safety and revenue base. The firm also explored what land acquisitions would be necessary to fulfill the updated Master Plan and investigated local, state, and federal regulations that could impact the airport’s operations and future growth. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439305051102-PQ7BVFKHXG900OCOC94I/aerial+airport.jpg Aiports - Louis Armstrong International Airport Runway Resident Inspection BKI was selected by the New Orleans Aviation Board to provide resident inspection services for the drainage improvements associated with Runway 10/28 reconstruction project. This includes inspection of the new replacement concrete box culverts in Canal No. 17 where it crosses Runway 10/28 and numerous storm drain inlets and new subsurface drain culverts adjacent to the runway improvements. This inspection service was part of the overall inspection team assigned to the total reconstruction of the east/west runway at the New Orleans International Airport. The project was completed on schedule and the entire construction management team received a letter of appreciation from the New Orleans International Airport Director of Aviation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439305125775-XO17XC7XI805VDMRBMXY/aerial+photo.jpg Aiports - Shreveport Regional Airport Master Plan Study BKI selected by the Shreveport Airport Authority to prepare a Site Master Plan for the ExpressJet Base Maintenance Hangar Facility and preparation of construction plans and specifications for the improvements. ExpressJet required the expansion of their existing hangar to provide for fleet maintenance. Proposed projects included the addition of a 19,000 sq. ft. Stores Building, a 30,000 sq. ft. Shops Building, 20,000 sq. ft. Break room/restroom/locker room renovation in their existing hangar, and a new 300 space parking lot. BKI prepared schematic site layouts, programming for project needs, project schedules, estimates of construction costs, and construction plans and specifications. http://www.bkiusa.com/ports-harbors-1 daily 0.75 2016-05-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449084809999-BVETZO5WVSMM7VQIGAO5/Picture+074.jpg Ports & Harbors - St. Bernard Port, Harbor & Terminal District Arabi Terminal Rehab BKI was selected by the St. Bernard Port, Harbor & Terminal District to provide design and construction management services to replace the existing Dock No. 1 structure at the Arabi Terminal. The project included the rehabilitation of a 90-year-old dock apron and warehouse, increasing the slab live load capacity of the dock to the modern port requirement and providing new warehouse facilities. The project consisted of the demolition and construction of a new 800’L x 100’ W dock. The dock structure was designed for a combination slab live load of 1,000 PSF and 26 kip wheel load. BKI provided the design for a new 26,027 SF warehouse located on the dock apron setback 60 feet from the dock edge to allow the for material handling operations. The warehouse was designed for 140 MPH (three second gust) wind load and included an adjacent rail siding for loading/unloading general cargo into rail cars. BKI also provided the design for the fire sprinkler system in the 26,027 SF warehouse. A rail mounted crane along the slip face was also included in the design of the project. The crane was used to load and unload the material from the docked vessels. BKI provided construction administration services including submittal and shop drawing review, pay application review and processing, site inspection, as built services and close out of the project using LADOTD capital project requirements. BKI also provided all the necessary permits for construction of the project from the Corps of Engineers, Levee Board and other regulatory agencies. Total construction value was $6,000,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449084809999-BVETZO5WVSMM7VQIGAO5/Picture+074.jpg Ports & Harbors - St. Bernard Port, Harbor & Terminal District Arabi Terminal Rehab BKI was selected by the St. Bernard Port, Harbor & Terminal District to provide design and construction management services to replace the existing Dock No. 1 structure at the Arabi Terminal. The project included the rehabilitation of a 90-year-old dock apron and warehouse, increasing the slab live load capacity of the dock to the modern port requirement and providing new warehouse facilities. The project consisted of the demolition and construction of a new 800’L x 100’ W dock. The dock structure was designed for a combination slab live load of 1,000 PSF and 26 kip wheel load. BKI provided the design for a new 26,027 SF warehouse located on the dock apron setback 60 feet from the dock edge to allow the for material handling operations. The warehouse was designed for 140 MPH (three second gust) wind load and included an adjacent rail siding for loading/unloading general cargo into rail cars. BKI also provided the design for the fire sprinkler system in the 26,027 SF warehouse. A rail mounted crane along the slip face was also included in the design of the project. The crane was used to load and unload the material from the docked vessels. BKI provided construction administration services including submittal and shop drawing review, pay application review and processing, site inspection, as built services and close out of the project using LADOTD capital project requirements. BKI also provided all the necessary permits for construction of the project from the Corps of Engineers, Levee Board and other regulatory agencies. Total construction value was $6,000,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439301762297-OLPCNHJOHZ20ATKLS0VP/Picture+007.jpg Ports & Harbors - Port of New Orleans Alabo Street Terminal Wharf Expansion BKI was selected to prepare plans, specifications and estimates for upgrades to the Alabo Wharf Terminal on the Mississippi River for the Port of New Orleans. The scope of work included new upstream and downstream wharf extensions to allow berthing two ships at the Alabo Terminal instead of the present capacity for a single berth. Demolition of the old Charbonnet Wharf was required to make space for the upriver wharf extension. Repairs to the railroad included new ballast and replacement cross ties and realignment of the existing steel rails serving the riverfront transit shed and wharf apron with rail service. Repairs to the transit shed included complete new metal roofing and siding, replacing all interior lighting and new roll-up doors for the existing transit shed warehouse. A complete code analysis was performed to meet the current IBC Code and for wind speeds of 140 mph. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449085055355-6XI3IJR3OB17QAZDGOR8/P1100585.jpg Ports & Harbors - Port of Shreveport-Bossier Master Plan for Economic Development BKI selected by the Port of Shreveport-Bossier to develop a Master Plan for Economic Development. The plan consisted of four step: (1) a strategic economic development plan; (2) a master plan for development; (3) an implementation plan; and (4) an economic impact analysis of the port. The strategic economic development plan features an assessment of the port’s competitiveness within the region and suggests the types of industries the port is most likely to attract to the area. The master plan for development supports the competitive analysis by recommending the physical improvements that will help the port attract the targeted industries. The implementation plan suggests a logical order for projects to be developed in the short-term, mid-term and long-term future. The economic impact analysis demonstrates the extent to which the Port of Shreveport-Bossier is an economic engine for all of northwest Louisiana. http://www.bkiusa.com/mass-transit-1 daily 0.75 2015-12-18 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450209076276-9JM3G9N09HKIRLEU9G8P/i-10+east.jpg Mass Transit - Regional Planning Commission Bus Rapid Transit Feasibility Study BKI provided their services to the Regional Planning Commission for examination of the initial feasibility of providing Bus Rapid Transit (BRT) service between St. Tammany Parish and specific locations in Jefferson Parish and City of New Orleans. The feasibility study examined the physical requirements for such a system, including identification of initial route network, timetables and capital improvement needs. Locations for stations were evaluated and costs developed for implementation of park and ride station strategy in St. Tammany Parish. Coordination issues were also identified to address potential for interface with existing transit operations serving New Orleans and Jefferson Parish. The project’s technical advisory committee was facilitated by BKI to review concept definitions, identify issues, concerns and review implementation strategy. Cost estimates prepared by the project team and reviewed by BKI identified initial facility capital costs to implement the identified park and ride strategy. In addition, BKI developed an initial order of magnitude cost estimate for operations based upon existing area costs for transit operations. Operational scenarios defined by BKI and the project team and its Technical Advisory Committee were evaluated for ridership potential by the Regional Planning Commission through its transit travel demand model. Study identified two concepts which held potential to attract ridership, as well as steps required to refine these concepts within an FTA acceptable project development process. . https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450209076276-9JM3G9N09HKIRLEU9G8P/i-10+east.jpg Mass Transit - Regional Planning Commission Bus Rapid Transit Feasibility Study BKI provided their services to the Regional Planning Commission for examination of the initial feasibility of providing Bus Rapid Transit (BRT) service between St. Tammany Parish and specific locations in Jefferson Parish and City of New Orleans. The feasibility study examined the physical requirements for such a system, including identification of initial route network, timetables and capital improvement needs. Locations for stations were evaluated and costs developed for implementation of park and ride station strategy in St. Tammany Parish. Coordination issues were also identified to address potential for interface with existing transit operations serving New Orleans and Jefferson Parish. The project’s technical advisory committee was facilitated by BKI to review concept definitions, identify issues, concerns and review implementation strategy. Cost estimates prepared by the project team and reviewed by BKI identified initial facility capital costs to implement the identified park and ride strategy. In addition, BKI developed an initial order of magnitude cost estimate for operations based upon existing area costs for transit operations. Operational scenarios defined by BKI and the project team and its Technical Advisory Committee were evaluated for ridership potential by the Regional Planning Commission through its transit travel demand model. Study identified two concepts which held potential to attract ridership, as well as steps required to refine these concepts within an FTA acceptable project development process. . https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439318107458-SMT48ZSQU1XXIQRYQ10N/transit+3.jpg Mass Transit - Coast Transit Authority & Gulf Regional Planning Commission Development Plan BKI was contracted by the Coast Transit Authority (CTA) and the Gulf Regional Planning Commission (GRPC) to aid them in developing a solution to the Mississippi Gulf Coast’s growing population. BKI’s solution was a transit development plan that started with a review of the local operational environment and completion of a comprehensive passenger and household survey to gauge overall knowledge and support of transit in the service area. BKI also assisted CTA staff in development of a strategic plan for use in guiding short- and long-term decisions. This same plan supported efforts by CTA to develop a system of proposed Multimodal Transportation Centers in their primary hub areas of Downtown Gulfport and Downtown Biloxi. A final element consisting of an on-call planning assistance feature allowed BKI to assess route specific operational elements and recommend routing solutions aimed at increasing passenger ridership and transit service exposure in the community. Recognizing that a cohesive system of routes and stops is critical to the building ridership, BKI developed a system of color coded route markers and information posting standards to elevate transit stop awareness and information available to the area’s workers, full-time residents as well as the growing military, tourist and seasonal resident population groups. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439317392730-WXS8BHEHABLKA7XPELYW/02+Algiers+Landing+Ped+Approach+to+Landing.jpg Mass Transit - Regional Planning Commission Waterborne Public Transit Study BKI was retained along with SWLEADER, Inc. to complete a Phase 2 report based upon the outcome of the Five-Year Ferry Ridership Study for the Regional Planning Commission. The primary task in this phase was to work with a group of identified stakeholders to identify potentially feasible actions which could be taken within the region to address development of a Waterborne Public Transit System. One outcome was the identification of an action plan identifying those elements which would need to be addressed over the next 5-10 year period to improve existing waterborne public transit services offered through the Crescent City Connection Division (CCCD) of the Louisiana Department of Transportation and Development. BKI worked to identify main issues, summarize findings and develop the project report. In addition, BKI completed an initial planning assessment of existing landings and terminals along the Mississippi River corridor between Jefferson Parish and St. Bernard Parish, as well as completed a planning evaluation of a potential water taxi route. http://www.bkiusa.com/regional-planning-development-2 daily 0.75 2015-07-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988069558-BPTI4AGGX7KPAW62CERX/TRANSPORTATION+PLANNING.jpg Regional Planning & Development - Transportation Planning https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988069558-BPTI4AGGX7KPAW62CERX/TRANSPORTATION+PLANNING.jpg Regional Planning & Development - Transportation Planning https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988071232-HY8C0OD6YC44OT90RRLK/LAND+USE+PLANNING.jpg Regional Planning & Development - Land Use Planning http://www.bkiusa.com/site-development-2 daily 0.75 2015-12-30 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441292156370-J00XPVSY6BWZHVWV3L0G/COMMERCIAL+BUILDINGS+%26+COMPLEXES.jpg Site Development - Commercial & Public Facilities https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441292156370-J00XPVSY6BWZHVWV3L0G/COMMERCIAL+BUILDINGS+%26+COMPLEXES.jpg Site Development - Commercial & Public Facilities https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441118059684-QQO6CO8CBLALH2AN93SX/INDUSTRIAL%2C+PORT+%26+SHIPYARD+SITES.jpg Site Development - Industrial, Port, & Shipyard https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436992550562-EZ5YW37X4O2TB9Q4GOSQ/CASINOS.jpg Site Development - Casinos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436992754913-3P5ZPPQDO5I9BOSL89U7/SCHOOLS.jpg Site Development - Schools https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436992786458-L71BPAYTEQ56PVYVRL4Q/RECREATIONAL+FACILITIES.jpg Site Development - Recreational Facilities http://www.bkiusa.com/flood-protection-drainage-2 daily 0.75 2016-08-25 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1472141194079-EPQOW7749FE15N6NGX4F/LEVEES+FLOODWALLS+%26+FLOODGATES+2.jpg Flood Protection & Drainage - Levees, Floodwalls, & Floodgates https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1472141194079-EPQOW7749FE15N6NGX4F/LEVEES+FLOODWALLS+%26+FLOODGATES+2.jpg Flood Protection & Drainage - Levees, Floodwalls, & Floodgates https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436977770617-IZESQ3A5DYDW5YMFAVM0/Flood+Protection2.jpg Flood Protection & Drainage - Drainage Pumping Stations https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978419527-JK64U8OJLO0CSJKUI3WN/DRAINAGE+IMPROVEMENTS+%26+ANALYSES.jpg Flood Protection & Drainage - Drainage Improvements & Analyses http://www.bkiusa.com/commercial-public-facilities-gallery daily 0.75 2015-12-03 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449173225485-KJM2IOWK861IUELGBYHA/Site+Developement+Commercial.jpg Commercial & Public Facilities - New Orleans Museum of Art Sculpture Garden Site Engineering BKI was selected by the New Orleans Museum of Art to provide all site engineering services for the creation of its new Sydney and Walda Besthoff Sculpture Garden. The garden was commissioned by the Museum to display sculptures donated by Sydney and Walda Besthoff. The Garden includes three unique and different entrance ways to the multi-acre site. The main entranceway consists of a plaza between two steel and concrete pavilions. Additional design features of the garden include foundations for approximately forty-five sculptures, three pedestrian bridges over existing lagoons, paved walking paths, a reflecting pond with pumped water overflowing a weir, steel perimeter fencing, and relocation of an existing amusement train including a new bridge. As the sole engineer, Burk-Kleinpeter, Inc. was responsible for all civil, structural, and mechanical aspects of these features. The project was built in a developed area of New Orleans City Park consisting of established live oak trees and lagoons. The final design included dredging and shaping of the lagoon to reach an optimum depth for aquatic life. The estimated construction cost for this project was $5,000,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449173225485-KJM2IOWK861IUELGBYHA/Site+Developement+Commercial.jpg Commercial & Public Facilities - New Orleans Museum of Art Sculpture Garden Site Engineering BKI was selected by the New Orleans Museum of Art to provide all site engineering services for the creation of its new Sydney and Walda Besthoff Sculpture Garden. The garden was commissioned by the Museum to display sculptures donated by Sydney and Walda Besthoff. The Garden includes three unique and different entrance ways to the multi-acre site. The main entranceway consists of a plaza between two steel and concrete pavilions. Additional design features of the garden include foundations for approximately forty-five sculptures, three pedestrian bridges over existing lagoons, paved walking paths, a reflecting pond with pumped water overflowing a weir, steel perimeter fencing, and relocation of an existing amusement train including a new bridge. As the sole engineer, Burk-Kleinpeter, Inc. was responsible for all civil, structural, and mechanical aspects of these features. The project was built in a developed area of New Orleans City Park consisting of established live oak trees and lagoons. The final design included dredging and shaping of the lagoon to reach an optimum depth for aquatic life. The estimated construction cost for this project was $5,000,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441807457254-CI47FDZ3G8KMSTAK978D/Aquarium.jpg Commercial & Public Facilities - Aquarium of the Americas Site Improvements BKI was contracted by the Aquarium of the Americas to provide design and construction administration services for complete site development of a riverfront park and aquarium. Services included demolition, drainage, roadways, potable water, sanitary sewage, telephone, electrical distribution and site lighting. The project included demolition of existing utilities and structures from the old wharf apron and sheds prior to redevelopment of the new aquarium and public park. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449173344628-2YXYGBYX5SORBFD86BO5/Picture+008.jpg Commercial & Public Facilities - St. Jude Medical Complex Site Development BKI was retained by St. Jude Medical Complex to design and provide construction administration for the complete site development of a 30-acre medical office building complex. BKI designed all site utilities, including water distribution, sewer collection, sewer lift station and force main, site electrical distribution and exterior lighting. We also designed all paving, including all perimeter access roads, parking for the medical office building, and the adjacent extension of Loyola Drive. BKI provided construction administration and full time resident inspection services during the construction phase. BKI designed the drainage system from the parking drainage collection to the existing outfall canals west and north of the Loyola Tract. The outfall drainage improvements included large concrete arch pipes and a reinforced concrete box culvert channel to convey stormwater away from the site. The improvements included a new outfall canal with an open channel design within the Loyola Tract. This channel was designed to convey full improvements of the undeveloped property to Canal No. 7. Construction cost was approximately $2.5 million. http://www.bkiusa.com/site-exterior-roadway-lighting daily 0.75 2016-08-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449172979271-GHKBJYJVEAGMSA0MIZA4/DSC_0047.JPG Site Exterior & Roadway Lighting - Jefferson Parish Department of Public Works 18th Street Lighting Design BKI was selected by the Jefferson Parish Council to provide electrical street lighting designs on an as needed basis. The first assignment under this contract was the design of replacement street lights to 18th Street between Division Street and North Arnoult Streets in Metairie, LA. The new street lights were required to improve visibility and safety of the residents in this area of Metairie. BKI provided engineering design services to prepare preliminary plans and final plans, specifications, and construction cost estimates for the addition of Jefferson Parish owned roadway lighting to 18th Street, Division Street and North Arnoult Street in Metairie, LA. The existing roadway lighting was provided by the local utility company and installed on wood poles. Jefferson Parish Government elected to install decorative roadway luminaires between the edge of roadway and property line. The new lighting design consisted of 14 foot high poles with 150 watt high pressure sodium luminaires rated to withstand the 100 mph three-second gust wind rating in this area. The project limits include approximately 1350 feet of roadway length which required the design of 24 poles and luminaires installed staggered on both sides of the roadway. Due to the length of the project, multiple electric services were required from the local power utility company. The end result was a pole and luminaire spacing of approximately 105 feet.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449172979271-GHKBJYJVEAGMSA0MIZA4/DSC_0047.JPG Site Exterior & Roadway Lighting - Jefferson Parish Department of Public Works 18th Street Lighting Design BKI was selected by the Jefferson Parish Council to provide electrical street lighting designs on an as needed basis. The first assignment under this contract was the design of replacement street lights to 18th Street between Division Street and North Arnoult Streets in Metairie, LA. The new street lights were required to improve visibility and safety of the residents in this area of Metairie. BKI provided engineering design services to prepare preliminary plans and final plans, specifications, and construction cost estimates for the addition of Jefferson Parish owned roadway lighting to 18th Street, Division Street and North Arnoult Street in Metairie, LA. The existing roadway lighting was provided by the local utility company and installed on wood poles. Jefferson Parish Government elected to install decorative roadway luminaires between the edge of roadway and property line. The new lighting design consisted of 14 foot high poles with 150 watt high pressure sodium luminaires rated to withstand the 100 mph three-second gust wind rating in this area. The project limits include approximately 1350 feet of roadway length which required the design of 24 poles and luminaires installed staggered on both sides of the roadway. Due to the length of the project, multiple electric services were required from the local power utility company. The end result was a pole and luminaire spacing of approximately 105 feet.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1471372474672-ZZTQFQDG0999I4625MSQ/P1010540.JPG Site Exterior & Roadway Lighting - LADOTD High Rise Bridge Lighting Improvements BKI was selected to design improvements for lighting on the Lafitte Larose High Rise Bridge. The project scope of work limits included the bridge main span and elevated approach ramps on the north and south sides of Bayou Barataria. This encompassed approximately 4600 feet of bridge and approach ramps. New work designed within the scope of this project included a new lighting system consisting of luminaires, luminaire support structures and lighting circuitry to the luminaires. Electrical service for the lighting was derived from the existing lighting control center located at Jean Lafitte Blvd. near the south end of the bridge. New distribution conduit, conductors and boxes were installed on the east side of the bridge. Existing lighting controls were reused. The existing bridge was not designed or built with provisions for the addition of lighting poles, thus a support structure was retrofitted to the existing structure at each pole location. The heaviest load was used for analysis, that being a 30’ light pole with 8’ arm and allowance for up to 75 lbs for a light fixture on the arm, approximately 350 lbs total. Poles and support structures must withstand 130 MPH sustained wind. The support structure consisted of a fabricated steel bracket assembly which is bolted to the Jersey barrier on the east side of the bridge. An analysis of the existing bridge structure was conducted with the additional loads of the proposed lighting systems. The existing structure handled the loads imposed by the pole and bracket assemblies proposed method of attachment. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439212629376-2FRQ5183Q89VTOV1215J/20150409_123105.jpg Site Exterior & Roadway Lighting - Jefferson Parish Nicolle Boulevard Street Lighting BKI provided engineering design services to prepare preliminary plans and final plans, specifications, and construction cost estimates for the addition of roadway lighting to Nicolle Blvd. from Lapalco Boulevard to the main canal. The existing roadway did not have any existing roadway lighting. Jefferson Parish Government elected to provide roadway lighting on Nicolle Blvd. by installing decorative roadway luminaires behind the shoulder of the West bound traveling lane. The new lighting design consisted of 30 foot high poles rated to withstand the 130 mph 3 second gust wind rating in this area. The poles were specified with single arms to providing illumination to both travel lanes. The project limits include approximately 9000 feet of roadway length which required the design of over 60 pole and luminaires. Due to the length of the project, multiple electric services were required from the local power utility company. The lighting photometric calculations were performed based on IES RP8-2000 roadway lighting standards. The end result was a pole and luminaire spacing of approximately 150 feet.   http://www.bkiusa.com/railroads-1 daily 0.75 2016-05-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449085915188-QZ0ZAMYKIRRVZ97HML0L/Image251.JPG Railroads - Tuscaloosa County Commission Mercedes-Benz Railroad Bridge & Prep Yard BKI was contracted to provide the preliminary and final plans, specifications, estimates, construction administration, and resident inspection for the construction of a railroad prep yard and a bridge crossing to provide rail service to the Mercedes-Benz automotive facility. The project consisted of over 25,000 linear feet of railroad track, including two shipping yards, 24 manual switches, a complete rail yard prep building, fencing, utilities and lighting of the prep yard. The proposed rail and yard design was performed to meet the standards of the American Railway Engineering Association and the Norfolk Southern Railroad. Additionally, the project included a 16-foot-deep fabricated steel plate girder railroad bridge crossing US Hwy 11 to provide access into the Mercedes-Benz plant site. Concrete bridge abutments and reinforced earth wing walls with a maximum height of 65 feet at the bridge abutments were incorporated into the design of this project. The total construction cost for this project was approximately $10.2 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449085915188-QZ0ZAMYKIRRVZ97HML0L/Image251.JPG Railroads - Tuscaloosa County Commission Mercedes-Benz Railroad Bridge & Prep Yard BKI was contracted to provide the preliminary and final plans, specifications, estimates, construction administration, and resident inspection for the construction of a railroad prep yard and a bridge crossing to provide rail service to the Mercedes-Benz automotive facility. The project consisted of over 25,000 linear feet of railroad track, including two shipping yards, 24 manual switches, a complete rail yard prep building, fencing, utilities and lighting of the prep yard. The proposed rail and yard design was performed to meet the standards of the American Railway Engineering Association and the Norfolk Southern Railroad. Additionally, the project included a 16-foot-deep fabricated steel plate girder railroad bridge crossing US Hwy 11 to provide access into the Mercedes-Benz plant site. Concrete bridge abutments and reinforced earth wing walls with a maximum height of 65 feet at the bridge abutments were incorporated into the design of this project. The total construction cost for this project was approximately $10.2 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449086350398-X6ZKVX5VYLR2M00O9IOF/What+she+really+wanted+to+use+but+didn%27t+tell+us.jpg Railroads - CN Railway Master Service Agreement BKI was selected by CN Railway Southern Division to prepare permits and construction documents including feasibility studies, wetland delineations, permitting, plans and specifications for the installation of rail siding and rail yard expansions in southeast Louisiana. The installation of siding tracks and yard track expansions was necessitated from an increase in rail traffic to the petrochemical plants in the area. The siding and yard expansion projects were located along CN’s Hammond Main, from Hammond to Baton Rouge, and the Baton Rouge Main, from Baton Rouge to New Orleans. CN provides rail service to the petrochemical plants and industry along the Mississippi River, from Baton Rouge to New Orleans. BKI and CN coordinated extensively with the Parish councils and administrations to ensure the success of the projects. BKI worked closely with CN Railway Southern Division to coordinate track improvements and roadway improvements and develop a logical sequence of construction. BKI provided feasibility studies, wetland delineations, permitting, preliminary plans, final plans, specification preparation, bidding assistance, construction administration, engineering during construction, and periodic site visits. The project also included the preparation of permits for the Department of Natural Resources, the Department of Environmental Quality, the Coastal Protection and Restoration Authority of Louisiana, the Department of the Army, and various levee districts. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439242300676-NW5UL0WJBZJWXE54LR7D/Exhibit+1.jpg Railroads - Southern High Speed Rail Commission Intercity Passenger Rail Feasibility Study BKI was chosen by the Southern High Speed Rail Commission to perform a feasibility study. As part of the effort to develop the federally-designated Gulf Coast High-Speed Rail Corridor and to assist the state of Louisiana in its Hurricane Katrina recovery, the LADOTD joined with the Southern High-Speed Rail Commission to fund a feasibility study to determine the benefits to Louisiana of implementing high-speed passenger rail service between Baton Rouge and New Orleans. As part of a federally-designated high-speed rail corridor, the Baton Rouge to New Orleans segment was eligible for Federal Railroad Administration grants under the Next Generation High-Speed Rail Grant Program. The purpose of the study was to analyze potential ridership, capital and operating costs, economic and public benefits, prepare an FRA programmatic environmental assessment, and to develop a financial/business plan to implement the proposed service. BKI performed the analyses and reported to the Secretary of LADOTD that the project would provide economic benefits to the state, that the benefit/cost ratio for the state’s investment in the rail service would be 1.4 and the rate of return on investment would be 4%, expected benefits would exceed costs by over $180 million, and the added value of existing and new development in proximity to the rail stations would be about $50 million. The LADOTD Secretary directed the project team to pursue funding for the project by preparing an application for a grant from the American Recovery and Reinvestment Act through the FRA’s Passenger Rail Investment and Improvement Act. http://www.bkiusa.com/fire-alarm-systems-1 daily 0.75 2016-03-29 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450286336059-YHL71WJHJEDTA07EYWX3/Electrical+lighting+and+power+10365.jpg Fire Alarm Systems - New Orleans Airport West Terminal Utilities BKI was contracted by the New Orleans Aviation Board to provide design and construction administration for a new fire protection system and primary power distribution system serving the New Orleans International Airport. The project included construction of a new emergency water supply well, a new utilities building to house emergency fire pumps, emergency generators, as well as the control systems to operate all emergency water and power supplies serving the main terminal building. It also included a 400,000-gallon ground-level water-storage tank and complete new 16 inch water distribution loop for fire-protection supply lines around the terminal. Work also included new primary electrical power conduits from the utility building to the terminal. Construction cost was approximately $4.5 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450286336059-YHL71WJHJEDTA07EYWX3/Electrical+lighting+and+power+10365.jpg Fire Alarm Systems - New Orleans Airport West Terminal Utilities BKI was contracted by the New Orleans Aviation Board to provide design and construction administration for a new fire protection system and primary power distribution system serving the New Orleans International Airport. The project included construction of a new emergency water supply well, a new utilities building to house emergency fire pumps, emergency generators, as well as the control systems to operate all emergency water and power supplies serving the main terminal building. It also included a 400,000-gallon ground-level water-storage tank and complete new 16 inch water distribution loop for fire-protection supply lines around the terminal. Work also included new primary electrical power conduits from the utility building to the terminal. Construction cost was approximately $4.5 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439211268121-NCW1DNXIDKZX6XM0XWS8/Electrical+Fire+Alarm+RTA.jpg Fire Alarm Systems - RTA Carrollton Streetcar Barn Improvements BKI was engaged by Royal Engineers to mechanically and electrically inspect the historic Carrollton Streetcar Barn located at the corner of Willow and Dublin Street in New Orleans, as well as to design repairs and upgrades to the facility. Site inspections were performed and recommendations were made based on RTA priorities and the findings of its investigations and inspections. For the fire protection systems, local fire system contractors were consulted in an attempt to develop the most cost effective solutions to system leaks due to interior pipe corrosion and pipe improper slope concerns. Ventilation modifications were proposed as the current systems generated nuisance dust when employed for cooling, and fresh air requirements dictated changes to A/C systems. New oil water separators units were proposed due to failure/deterioration of active and passive systems. Architectural renovation to office spaces required redesign of the sanitary sewer piping. Energy efficient lighting improvements to the warehouse type areas were evaluated and proposed where determined to be cost effective. Supporting power system modification have been proposed for the new ventilation equipment and new lighting layouts have been proposed for the renovated office space.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450284637292-UKL3JEHQML8TRPYO8T3Z/Picture+045.jpg Fire Alarm Systems - City of Gretna Police Headquarters Addition BKI provided the initial project scope of work to the City of Gretna for the design and construction of a new three story office structure to be constructed in place of a portion of the existing structure currently being occupied by the Gretna Police Department. This scope and estimated construction cost was provided to the owner to allow the owner to submit for grant funding from FEMA and CBDG. Grants of $1.6 million (FEMA) and $2.4 million (CBDG) were awarded to the City of Gretna. BKI provided the civil, structural, electrical and mechanical design for the new three story office area (approx. 13,200 sf) for the GPD to use as office and communication areas. The building foundation is supported by 14” sq. precast concrete piles (80’ long). The foundation for the structure is a reinforced concrete slab elevated three feet above the existing site and has a reinforced concrete retaining wall around the building perimeter. The building superstructure is a structural steel building with the second, third, and roof floor systems having a concrete slab in a metal pan supported by metal bar joists. BKI provided the design for the building HVAC and plumbing in accordance with the latest mechanical and plumbing building codes. The fire suppression system was designed for this structure with specific dry resin protection in the communication equipment areas. BKI provided the electrical design for the building lighting (interior and exterior), the power distribution, communication coordination and backup generator power. The estimated construction cost for this project was $4,400,000.00. Total grant funding included $1,600,000 from FEMA and $2,400,000 from CDBG. http://www.bkiusa.com/drainage-pump-stations-2 daily 0.75 2016-05-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461187383693-5QN7SV9731QFIS2YVRY1/Marvin+Braud+Expansion.jpg Drainage Pump Stations - East Ascension Parish Consolidated Gravity Drainage District Marvin Braud Drainage Pump Station Expansion BKI was selected by the East Ascension Parish Consolidated Gravity Drainage District for the expansion of the 5000 CFS Marvin Braud Pumping Station. The 2000 CFS expansion included bays for two vertical 1000 CFS “flowerpot” design pumps with USACE Type 10 formed suction inlet intake. The pumps are each driven by 2250 horsepower diesel engines through one parallel and one right angle gear, with both engine and gear being liquid cooled through submerged keel type heat exchangers. Additional mechanical systems include climber type bar screen cleaners; diesel and electrical air compressor and air tanks to provide engine starting air; numerous ventilation fans and louvers to remove engine heat; and three 15,000 fuel tanks, piping, and accessories. The local soil capacity allowed the station's reinforced concrete foundation to be constructed without the use of piles. Station intake wings were constructed with steel sheet piles, while the intake bays, exterior and interior below water walls and operating slab are concrete to provide a solid foundation for the machinery. The main operating area is contained within a pre-manufactured steel superstructure supported by BKI-engineered steel framing. An elevated safe room designed to provide large missile and high wind protection is attached and includes full kitchen and bathroom areas to allow potential prolonged residence. All structural components are design to IBC standards, applying calculated wind loads forces. The safe room also incorporates certain Miami-Dade design elements. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461187383693-5QN7SV9731QFIS2YVRY1/Marvin+Braud+Expansion.jpg Drainage Pump Stations - East Ascension Parish Consolidated Gravity Drainage District Marvin Braud Drainage Pump Station Expansion BKI was selected by the East Ascension Parish Consolidated Gravity Drainage District for the expansion of the 5000 CFS Marvin Braud Pumping Station. The 2000 CFS expansion included bays for two vertical 1000 CFS “flowerpot” design pumps with USACE Type 10 formed suction inlet intake. The pumps are each driven by 2250 horsepower diesel engines through one parallel and one right angle gear, with both engine and gear being liquid cooled through submerged keel type heat exchangers. Additional mechanical systems include climber type bar screen cleaners; diesel and electrical air compressor and air tanks to provide engine starting air; numerous ventilation fans and louvers to remove engine heat; and three 15,000 fuel tanks, piping, and accessories. The local soil capacity allowed the station's reinforced concrete foundation to be constructed without the use of piles. Station intake wings were constructed with steel sheet piles, while the intake bays, exterior and interior below water walls and operating slab are concrete to provide a solid foundation for the machinery. The main operating area is contained within a pre-manufactured steel superstructure supported by BKI-engineered steel framing. An elevated safe room designed to provide large missile and high wind protection is attached and includes full kitchen and bathroom areas to allow potential prolonged residence. All structural components are design to IBC standards, applying calculated wind loads forces. The safe room also incorporates certain Miami-Dade design elements. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461177065376-C75ELF0GNMU4D9SUI5SX/Cousins+Pump+Expansion.jpg Drainage Pump Stations - West Jefferson Levee District Cousins Drainage Pump Station Expansion BKI was contracted by the West Jefferson Levee District to design improvements to the Cousins Drainage Pump Station Complex. BKI completed two projects at the complex. First, we designed an additional 2,000 CFS of pumping capacity by adding a new pumping station with a pile-supported intake basin and concrete discharge tubes, a steel-framed superstructure, and two 1,000 CFS horizontal pumps with diesel engine drives. The project required relocating existing fuel tanks and rerouting fuel lines to maintain flow to the existing pump station during construction. BKI also designed the construction of reinforced concrete floodwalls along the banks of the Cousins discharge channel downstream from the Cousins Pump Station. To facilitate installation of the channel’s float-in, prefabricated concrete culvert, a 36-inch water line was relocated over new floodwalls that extended from the culvert walls. The new floodwalls, discharge channel improvements, and culvert provide continuous hurricane protection along the discharge channel until the canal flow discharges into the Harvey Canal. Additionally, BKI provided engineering support services to ensure that improvements were made according to the plans and specifications. The construction cost for both projects was approximately $22.8 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461187308531-JYO1OEWMOHAEXTTYZNGF/I10+at+610.jpg Drainage Pump Stations - I-10 / I-610 Interchange: Railroad Underpass Pump Station BKI was selected by the Louisiana Department of Transportation and Development to prepare the preliminary and final plans for the construction of a new 850 CFS drainage pumping station designed to reduce flooding on Interstate 10 in New Orleans. The new pumping station was designed to keep the interstate from flooding during a 100-year flood event. The pumping station consisted of three 72-inch vertical pumps and one 48-inch vertical pump. Flood waters were pumped over land through four steel pipes and across the levee into the 17th Street Canal. In order to collect the storm water and transport it to the pumping station, the existing subsurface drainage system was replaced with a new collection system. The new drainage system is made up of 2,000 linear feet of 84-inch concrete pipe and various trench drains and catch basins to intercept the storm water, as well as a new 1,200-foot-long intake canal consisting of two 8.5-foot-by-10-foot concrete box culverts. The approximate total construction cost was more than $18 million. http://www.bkiusa.com/general-photos daily 0.75 2016-04-07 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133726510-5KP0QCC8JPOZPNMQAT7J/DPS.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133726510-5KP0QCC8JPOZPNMQAT7J/DPS.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133736827-YZXCJFOR1OT4IJEVFZTN/Wastewater.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133727843-D6KE62QZB47KU0K18FI7/Highways.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133725464-SYDUUCAAVXDAJDAKB1IC/Coastal+Restoration.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133726282-KF15F5R2VSSJSVYL1VDT/Drain.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133726840-R8JUR4LX1BD4RF6QRSG0/Environmental.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133726914-E4HX1W50EUW04YS3RQO9/Gate.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133725052-9SRA50QTKICP6HRINMMT/Bike+and+Ped.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133728102-J3KUO4LU4DNAX8F3X3F7/HIghway.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133729504-KO6YQK583MVIQ89MOBVC/I-10+East.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133731237-DV9LL4Y5ROQ6HSFW534I/Land+Planning.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133731209-EMTEHWOXLEGHP13CHKIJ/Ports.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133732255-4QZNF8DFL0WAGE1LLCNT/Recreation.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133733567-BY0WDHY51GK8QETUNCHF/Shipyard.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133734302-1RQJWLFA135V1RPYDYQD/Structural.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133735606-R5COLIYS9H7JY0HMP9Y2/Train.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133735538-TCYF2Q63ZD2VOBA3J0FB/Transportation.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1432133738730-5CBXSSZ9S1QB05UXCIN0/Water.jpg General Photos https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460056005797-1B90CYUTJW2XKIWO9747/Wastewater.jpg General Photos http://www.bkiusa.com/engineering-pictures daily 0.75 2015-06-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512583988-AUIGHH5P5E8KSS7DQ6G8/Causeway-Interchange-March-2012.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512583988-AUIGHH5P5E8KSS7DQ6G8/Causeway-Interchange-March-2012.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512584076-8YDSUUF4AF2FQ6FTTU5Z/Construction_Management.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512585147-RCGMXOTEAM9TSM77FC3A/Drainage-Studies-%26-Improvements.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512585440-CGDP8SVYG537HD7EPIKA/Highways.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512585787-K8Y2Y0TQBJVC3G50FQYZ/Lakefront.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512646845-E00UJHKGXHZF4M5ROWSE/Structural.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512646623-35WBIKEOZZMSQ0R12VHR/Twin-Spans.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512647176-NQ009JNTB7P1RPN00GZG/Wastewater-Treatment.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433512647159-R8RMOOO8XY5Y4SQQMYFO/Water-Treatment.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433513095290-PNIGEB14RH7BMLIKR0X4/Environmental+Compliance+and+Permits+1.jpg Engineering Pictures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433513095101-GQXI28LLFK9QUE50CM1K/Roadway+Lighting+4.jpg Engineering Pictures http://www.bkiusa.com/program-management-1 daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433347278789-DFL3UT65YI5SAZ8W7U8F/Program+and+Construction+Management+1.jpg Program Management - Canal Street Bus Maintenance Facility Construction Management BKI was contracted by the Regional Transit Authority to provide construction management for a $25 million bus maintenance facility and three-story parking garage. To prepare the site, BKI oversaw the demolition of the 100-year-old maintenance facility, including salvagee of the historical wood truss systems for later re-use. BKI also administered extensive soil remediation for hydrocarbon contamination. The new facility includes a three-story reinforced structure for ground-level bus maintenance operations and second- and third-floor administration offices and employee parking. Additional structures include a bus vacuum and wash down facility, money counting office, perimeter security fencing and a security guardhouse at the entrance to the complex. Construction management services consisted of project scheduling with Primavera software, review of shop drawings, preparation of plan changes, review of invoices, construction inspection, and project closeout services. Construction cost was approximately $22 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433347641005-48871PHPT22JXMOEQSI0/Program+and+Construction+Management+4.jpg Program Management - Jefferson County Sewer Evaluation Program Management BKI was selected to be the program manager for the Jefferson County Sewer Capital Improvement Program. Developed in response to a consent decree, this $2.4 billion dollar construction program was designed to eliminate all overflows and bypasses in the county sewer system. The program included line and manhole rehabilitation, construction of replacement and transfer sewers, rehabilitation and construction of pump stations, tunnels up to 120 inches in diameter, and major upgrades to the county’s nine wastewater treatment plants. BKI was ultimately responsible to see that all construction projects were completed on time and within budget so that the stipulated penalties in the consent decree agreement were avoided. Specific tasks included administering an overall program cost tracking schedule that included cash flow projections for all active and future construction, engineering, and administrative projects; monitoring program progress for cost and schedule implementation using proven integrated software tools for budgeting, resource planning, and project controls based on detailed work breakdown structures; tracking unit price cost data along with other relevant information from other municipalities nationwide for items included in the county sewer rehabilitation specifications; developing an asset management plan for the sewer collection system; reviewing and revising the county’s technical specifications to assure that acceptable requirements were specified; administering the expansion policy continuously; providing a representative to the county’s product review committee that evaluated vendor products for inclusion in the approved list; preparing Capital Improvement Plans; and providing engineering services to manage the qualification-based selection process for consultants. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433347641005-48871PHPT22JXMOEQSI0/Program+and+Construction+Management+4.jpg Program Management - Jefferson County Sewer Evaluation Program Management BKI was selected to be the program manager for the Jefferson County Sewer Capital Improvement Program. Developed in response to a consent decree, this $2.4 billion dollar construction program was designed to eliminate all overflows and bypasses in the county sewer system. The program included line and manhole rehabilitation, construction of replacement and transfer sewers, rehabilitation and construction of pump stations, tunnels up to 120 inches in diameter, and major upgrades to the county’s nine wastewater treatment plants. BKI was ultimately responsible to see that all construction projects were completed on time and within budget so that the stipulated penalties in the consent decree agreement were avoided. Specific tasks included administering an overall program cost tracking schedule that included cash flow projections for all active and future construction, engineering, and administrative projects; monitoring program progress for cost and schedule implementation using proven integrated software tools for budgeting, resource planning, and project controls based on detailed work breakdown structures; tracking unit price cost data along with other relevant information from other municipalities nationwide for items included in the county sewer rehabilitation specifications; developing an asset management plan for the sewer collection system; reviewing and revising the county’s technical specifications to assure that acceptable requirements were specified; administering the expansion policy continuously; providing a representative to the county’s product review committee that evaluated vendor products for inclusion in the approved list; preparing Capital Improvement Plans; and providing engineering services to manage the qualification-based selection process for consultants. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433347645655-859UMM9C39O6YRDQDQVT/Program+and+Construction+Management+5.jpg Program Management - Sewerage & Water Board of New Orleans Sewer Repair Program Management BKI was selected to provide program management services and construction management services to the Sewerage and Water Board of New Orleans for the repairs to 85 sewer lift stations damaged during Hurricane Katrina. Ten separate design teams were assigned to prepare design documents under the review of BKI. Services included project management of the design teams, construction administration, inspection, contract documents, document control, and FEMA funding. Construction management included pre-construction conferences for each construction contract, reviewing responses to shop drawing submittals and RFIs by the design teams, providing full-time resident inspectors to observe the construction, reviewing contractor's schedules, processing claims for change orders, and final project closeout of each construction contract under the program. Document control included schedule management, cost tracking, and FEMA coordination. FEMA coordination included grant management as well as ensuring that all costs were eligible for FEMA reimbursement and that all designs and construction met the FEMA Project Worksheets requirements. BKI successfully reviewed all expenditures for reimbursement qualification. In addition, BKI and C&S provided the same services for the FEMA Hazard Mitigation Grant Program (HMGP - FEMA 404) funds the S&WB received. The HMGP is administered by the State and funded by FEMA. The total project funding is approximately $75 million, with $55 million under the Public Assistance Program and $20 million under the HMGP. Construction dollars expended per year reached as high as $20 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449507289943-3TMS04K1RHTDPIMRRQJE/Program+and+Construction+Management+6.jpg Program Management - Jazzland Theme Park Construction & Project Management BKI was selected by the Jazzland Entertainment, Inc. as project / construction management consultant for the 140-acre theme park located in New Orleans East. The construction of the amusement park included raising the park’s structures and walkways three feet above the original grade of the land, building 38 rides and over 100 other structures, building a parking lot for over 5,000 cars, and creating retention ponds and a pumping station for storm drainage. Construction of the entire project cost approximately $80 million. As project / construction management consultant, BKI ascertained that all architectural, structural, civil, mechanical and electrical design and construction for the project occurred on time and within budget. BKI developed design criteria and standards, project schedules, and construction budgets; implemented a community awareness plan; assisted Jazzland in applying for permits; prepared bid documents; and provided on-site construction administration and technical review. http://www.bkiusa.com/water-wastewater-systems-2 daily 0.75 2015-07-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436977950260-84DVKC7AWPTXZVMWQQLM/WATER+TREATMENT+%26+DISTRIBUTION.jpg Water & Wastewater Systems - Water Treatment & Distribution https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436977950260-84DVKC7AWPTXZVMWQQLM/WATER+TREATMENT+%26+DISTRIBUTION.jpg Water & Wastewater Systems - Water Treatment & Distribution https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436977950863-VKGRXE7M1O9V5QVVKURK/WASTERWATER+COLLECTION+%26+TREATMENT.jpg Water & Wastewater Systems - Wastewater Collection & Treatment http://www.bkiusa.com/site-assessments-remediation daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450298605481-M0FMZD163TQP9WDE0HKZ/image-asset.jpeg Site Assessments & Remediation - St. Bernard Port Environmental Services BKI has provided environmental services to the St. Bernard Port, Harbor & Terminal District for the last 25 years, a majority of which were at the Chalmette and Arabi Terminals. This project included Storm Water Pollution Prevention Plans (SWPPP) and Spill Prevention Control and Countermeasure Plans (SPCC), and LDEQ coordination for LPDES permits. BKI provided LPDES Permit applications over several renewal cycles as well as LPDES permits, SWPPP, and SPCC compliance inspections for the Chalmette Terminal. BKI also evaluated the waste water discharges from Port tenants including Boasso, MET, and Rain CII, and provided recommendations for management. In addition, BKI prepared SWPPP-Construction for a new administration building for the Port. BKI coordinated with the contract laboratory, EASI, regarding effluent sampling and analysis on numerous occasions. BKI also completed remediation services on a portion of the former Kaiser Aluminum, Chalmette Works site that the was converted into a port facility. This site was found to contain soil and ground water with chlorinated hydrocarbon contamination. The firm conducted environmental sampling and analyses to delineate the extent of the contamination. BKI’s staff analyzed the site geology and hydrogeology, evaluated pollutant and receptor exposure pathways, identified the appropriate Risk Evaluation/Corrective Action Program (RECAP) action levels, evaluated corrective alternatives, and prepared a corrective action plan for remediation. BKI then designed the remediation; prepared a Health and Safety Plan, specifications, work drawings, and bid documents; and submitted bid documents to Louisiana Department of Environmental Quality (LDEQ) as a corrective action work plan. BKI managed all aspects of the remediation. Upon completion, BKI prepared closure documents and conducted post-remediation evaluation of the site in accordance with the updated RECAP document and negotiated with LDEQ for a No Further Action determination. The firm also obtained an NFA letter from LDEQ.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450298605481-M0FMZD163TQP9WDE0HKZ/image-asset.jpeg Site Assessments & Remediation - St. Bernard Port Environmental Services BKI has provided environmental services to the St. Bernard Port, Harbor & Terminal District for the last 25 years, a majority of which were at the Chalmette and Arabi Terminals. This project included Storm Water Pollution Prevention Plans (SWPPP) and Spill Prevention Control and Countermeasure Plans (SPCC), and LDEQ coordination for LPDES permits. BKI provided LPDES Permit applications over several renewal cycles as well as LPDES permits, SWPPP, and SPCC compliance inspections for the Chalmette Terminal. BKI also evaluated the waste water discharges from Port tenants including Boasso, MET, and Rain CII, and provided recommendations for management. In addition, BKI prepared SWPPP-Construction for a new administration building for the Port. BKI coordinated with the contract laboratory, EASI, regarding effluent sampling and analysis on numerous occasions. BKI also completed remediation services on a portion of the former Kaiser Aluminum, Chalmette Works site that the was converted into a port facility. This site was found to contain soil and ground water with chlorinated hydrocarbon contamination. The firm conducted environmental sampling and analyses to delineate the extent of the contamination. BKI’s staff analyzed the site geology and hydrogeology, evaluated pollutant and receptor exposure pathways, identified the appropriate Risk Evaluation/Corrective Action Program (RECAP) action levels, evaluated corrective alternatives, and prepared a corrective action plan for remediation. BKI then designed the remediation; prepared a Health and Safety Plan, specifications, work drawings, and bid documents; and submitted bid documents to Louisiana Department of Environmental Quality (LDEQ) as a corrective action work plan. BKI managed all aspects of the remediation. Upon completion, BKI prepared closure documents and conducted post-remediation evaluation of the site in accordance with the updated RECAP document and negotiated with LDEQ for a No Further Action determination. The firm also obtained an NFA letter from LDEQ.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438874872752-F1QBFP7H1LB5WDX54NLG/environmental+assess+west+jeff+medical+center.jpg Site Assessments & Remediation - West Jefferson Medical Center Environmental Consulting BKI was contracted by the Jefferson Parish Hospital Service District dba West Jefferson Medical Center to conduct a site investigation of a location with buried waste. The site was used during Hurricane Katrina to bury potentially infectious medical waste, including sanitary and medical waste; however, the site’s location could not be verified. The site investigation consisted of exploring excavation and, once located, collecting soil and groundwater samples to determine the presence of potential contaminants. Project responsibilities included the preparation of project documents (project work plan, site safety and health plan, quality assurance project plan, and site investigation report); collection and analysis of environmental samples; development of project bid documents for the excavation, removal/disposal of buried waste; and contractor oversight of the waste removal contractor. Contractor oversight included ensuring contractor compliance with the project work plan, SSHP, and ensuring restoration of the trenches to previous conditions (fill material and surface covering to facilitate use as a supplemental vehicle parking area for the hospital). After removal of the buried waste, additional sampling activities focused on identifying potential contaminants in soils on the bottom and side walls of the site. During the project, BKI also provided oversight of its subcontractors that were hired to perform soil borings and to assist in collection and analysis of soil and groundwater samples. Project activities were closely coordinated with the Louisiana Department of Environmental Quality. BKI served as West Jefferson Medical Center’s representative to the Louisiana Department of Human Health, as well as, the Louisiana Department of Environmental Quality. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450298135394-KFGCNM0RKUXSSC8X1AT5/environmental+site+assessment+%26+remediation.jpg Site Assessments & Remediation - SUNO Environmental Site Assessment BKI was selected by Southern University at New Orleans to conduct an environmental assessment of the lakefront property. The assessment included asbestos abatement design and an asbestos and lead paint survey. A comprehensive review of governmental records indicated the listed sources would not cause environmental impairment to the property. Leaking underground storage tanks or electrical equipment containing PCBs were not seen as a risk to the property’s environment. BKI concluded there were no potential hazards on or adjacent to the site. http://www.bkiusa.com/industrial-warehousing-enclosures-1 daily 0.75 2019-12-17 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450303872697-BBTV5KIDQ1OSP2WFW8F0/198.JPG Industrial Warehousing & Enclosures - Alabama State Docks Pier “C” Forrest Products Warehouse BKI was contracted by the Alabama State Docks to provide architectural and site engineering design for a 360,000-square-foot forest products warehouse to serve the Port of Mobile. BKI designed the complete demolition of the existing warehouse and the construction of a modern industrial warehouse. The new Pier “C” warehouse can hold approximately 120,000 tons of forest products. The facility has berths for three vessels and 80-foot wharf aprons to provide ample room for handling cargo. BKI’s architectural design included roofing, flashing, ventilation, door and window openings, fire protection sprinkler system, wall sections, finish schedules, and mechanical and latrine facilities. The site development included water supply and waste water collection and transmission, including a complete sewer lift station to serve the Pier “C” complex. Construction cost was approximately $9 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450303872697-BBTV5KIDQ1OSP2WFW8F0/198.JPG Industrial Warehousing & Enclosures - Alabama State Docks Pier “C” Forrest Products Warehouse BKI was contracted by the Alabama State Docks to provide architectural and site engineering design for a 360,000-square-foot forest products warehouse to serve the Port of Mobile. BKI designed the complete demolition of the existing warehouse and the construction of a modern industrial warehouse. The new Pier “C” warehouse can hold approximately 120,000 tons of forest products. The facility has berths for three vessels and 80-foot wharf aprons to provide ample room for handling cargo. BKI’s architectural design included roofing, flashing, ventilation, door and window openings, fire protection sprinkler system, wall sections, finish schedules, and mechanical and latrine facilities. The site development included water supply and waste water collection and transmission, including a complete sewer lift station to serve the Pier “C” complex. Construction cost was approximately $9 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449156210569-7739AQRNKQ6EUDC6XTB6/100_0161.JPG Industrial Warehousing & Enclosures - Ingalls Shipbuilding Machine Shop BKI was contracted by Ingalls Shipbuilding, Inc. to provide design and construction administration services for the replacement of the existing Eastbank machine shop, which was destroyed by Hurricane Katrina. The new machine shop was constructed in an existing 66,000 SF. building. Extensive building modifications were required to support the installation of 80 new pieces of equipment and utility services. Foundations were designed and constructed inside the existing building. Many of the new foundations were pile supported, and the piles were driven in segments due to the existing building structure height restrictions. Modifications were made to the existing building structure to allow for increased overhead crane capacity and wind load resistance. Modifications were also made to the building structure’s foundations. The existing building’s walls and roof systems were upgraded to meet the latest wind and building codes requirements. A new two-story, 5,000 SF structure was constructed adjacent to the existing building to provide restrooms and office space for the production operations. The renovations to the building also included a fire protection system (alarm and suppression) HVAC system, plumbing, utility piping, lighting, and power distribution. The power distribution for the new facility required design and construction of three 13.8kV unit substations. All electrical equipment was installed above the new base flood elevation set by the local governing body and flood vents were installed to allow water to escape the building if ever trapped inside. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441900163854-C7YKT50VG1GIG76JWPTJ/Port+Improvements+Chalmette+Slip+Dock+No.+2%2C+New+Transit+Shed.jpg Industrial Warehousing & Enclosures - St. Bernard Port, Harbor & Terminal District New Transit Shed BKI provided design and construction management services for a new 560’ x 75’ (42,000 SF) transit shed warehouse building. The structure was designed for a 1,000 PSF slab live load, 140 MPH (3 second gust) wind load and the dead load of the existing building and concrete structure. The foundation was a 12” thick cast-in-place reinforced concrete slab and grade beam system supported by 76’ long precast concrete pilings (42,700 total linear feet of pile). The finished floor of the slab was designed four feet above the existing grade of the site to meet the new building code requirements. BKI provided the design for a 42,000 SF building with an eave height of 22’, a truck loading ramp and three truck loading bays. BKI designed the necessary electrical and mechanical requirements including a fire sprinkler system and five chemical shower and eyewash stations. A new 670’ long storm drain system was installed on the east side of the building and connected into the existing storm drain system of the facility. The existing concrete roadway (770’ long x 39’ wide) and surrounding site (12,000 square yards) to access the new transit shed was demolished and reconstructed. BKI provided construction administration services for this project including submittal and shop drawing review, pay application review and processing, site inspections, as built services and close out of the project using LADOTD capital project requirements. BKI also provided all the necessary permits for construction of the project from the Corps of Engineers, Levee Board and other regulatory agencies. Total construction value $6,000,000.00. http://www.bkiusa.com/geographical-information-systems-1 daily 0.75 2016-05-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461160127674-3G4RUNQZL3KVMSHUCGGR/Phenix+City.jpg Geographical Information Systems - City of Phenix GIS System BKI was tasked with the migration and development of assorted CAD data sources in a GIS format including road centerlines, water and sewer utilities, and various political and jurisdictional boundaries. The road centerline data was developed using line features from aerial photography with no attribute information. Attribute information was transferred from US Census data and then validated using parcel address data to correct the address ranges. The water and sewer data was converted from a broad assortment of CAD data which was combined to create the complete system. Available attribute data was input from the CAD data and BKI managed the GPS location of hydrants, water valves, and sewer manholes. Boundary data was corrected to match the parcel boundary data and developed as polygon feature from the original CAD data. BKI developed the SDE Geodatabase (GDB) model for the migration of the CAD data to the GIS, implemented the SDE GDB at the city, coordinated the required system hardware and software upgrades, and implemented a new work order management software package for the Public Works and Public Utilities departments, which was fully integrated with the GIS. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1461160127674-3G4RUNQZL3KVMSHUCGGR/Phenix+City.jpg Geographical Information Systems - City of Phenix GIS System BKI was tasked with the migration and development of assorted CAD data sources in a GIS format including road centerlines, water and sewer utilities, and various political and jurisdictional boundaries. The road centerline data was developed using line features from aerial photography with no attribute information. Attribute information was transferred from US Census data and then validated using parcel address data to correct the address ranges. The water and sewer data was converted from a broad assortment of CAD data which was combined to create the complete system. Available attribute data was input from the CAD data and BKI managed the GPS location of hydrants, water valves, and sewer manholes. Boundary data was corrected to match the parcel boundary data and developed as polygon feature from the original CAD data. BKI developed the SDE Geodatabase (GDB) model for the migration of the CAD data to the GIS, implemented the SDE GDB at the city, coordinated the required system hardware and software upgrades, and implemented a new work order management software package for the Public Works and Public Utilities departments, which was fully integrated with the GIS. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449515264177-S168URHIYOT3SW2M52FU/GIS+CausewayEarhart.jpg Geographical Information Systems - Port of Shreveport-Bossier GIS This project involved the complete development and implementation of a GIS-based asset management system for the Port of Shreveport-Bossier and was divided into six major tasks including 1) the development of a comprehensive GIS project plan, 2) development of a data model to accommodate the spatial data, 3) obtain aerial photography and other regional GIS data to be used as a base map and incorporated into the data model, 4) develop GIS data for port assets based on as-built drawing data, 5) scan all as-built paper drawings and develop a database system for retrieval of the drawings, and 6) install the system on port computers and provide training to designated personnel. The comprehensive assessment included evaluating and documenting the Port’s existing computer systems and data. BKI documented the Port organization, work processes, data flow, hardware and software systems, and existing GIS data sources. We also met with individual departments to determine the needs for GIS and the types of functions that would increase work performance and efficiency. From this information, BKI developed a project plan with schedules, budgets, and a detailed description of the work to be performed. Once the plan was accepted by the Port, BKI began the process of developing and integrating GIS data into a common GIS format, specifically a GeoDatabase. Using high resolution color aerial photography as a base overlay, BKI used as-built drawings to develop asset data for the Port including property data, roadways, railways, buildings, and all utilities on and around Port property. Where possible, assets were input using meets and bounds survey-grade information to provide optimal accuracy of the data. When survey as-built information was not available, assets were drawn relative to the aerial photography from the best available information. While the GIS data was being developed, BKI also had all paper as-built drawings scanned and cataloged in a database retrieval system. Finally, BKI provided a complete installation, setup, and training package to finish the project along with six month of on-going phone support and data update services.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438810604378-BK3HBFMUPM3GE49L98VL/GIS+Bike+Map.jpg Geographical Information Systems - LADOTD Louisiana State Bicycle Suitability Map BKI was the prime consultant for a project to develop a new GIS-based Louisiana State Bicycle Suitability Map. The project used the Bicycle Level of Service Model to objectively assess how Louisiana’s state highway network functions for cyclists. The primary product was an improved state bicycle map indicating the relative ease of use of state highway based on model results. Details about significant water crossings and other barriers, important contact information, and rights and responsibility information was included to enhance the product into a comprehensive education and resource tool for cyclists. To produce the map, the team undertook a comprehensive evaluation of existing bicycle modeling software tools available, and compared the data input needs to those data elements available for the state highway network, and selected a recommended approach for the project. Using innovative approaches, BKI developed methodologies to fill gaps in information while staying on budget and on schedule. Working with a Technical Advisory Committee comprised of LADOTD, Metropolitan Planning Organizations and cyclists, the team identified suggested cross-state routes and critical links. The TAC also provided valuable insight into information gaps and problems, enabling the project team to add value by improving the accuracy of the state’s existing state highway network database. The BKI team developed a dynamic GIS based version of the BLOS, allowing for interactive depiction of the model results within the GIS platform, providing the Department with a tool they can continue to use in the future to implement their Complete Streets Policy. http://www.bkiusa.com/wharves-docks-1 daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450281357901-N36CPR696LW7XHPUZ656/Indexing+ledge+Project+001.jpg Wharves & Docks - Port Ship Services Dock & Port Facilities BKI was contracted by Port Ship Services, Inc. to plan and design a new wharf on the Mississippi River and obtain necessary construction permits. The new facility was to operate “24 hours per day, 365 days per year,” unaffected by river flood stages. BKI worked closely with the U.S. Army Corps of Engineers to expedite levee design changes to accommodate a new opening in the floodwall. The firm obtained Corps of Engineers and Levee Board permits in time to allow construction during low river levels. BKI designed a jacketed, pile-supported, structural steel platform with a precast concrete panel deck that enhanced the stability of the levee and was within the client’s budget. The design of the walls of the ramp leading to the dock from the crown of the levee serve as extensions of the floodwalls, allowing the dock to be used even during flood stages and maintaining vehicular access along the levee crown. Business operations at the existing dock were not interrupted during levee work and the transition to the new facility was accomplished without any inconvenience to Port Ship Services, Inc.’s clients and employees. The total construction cost was approximately $1.1 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450281357901-N36CPR696LW7XHPUZ656/Indexing+ledge+Project+001.jpg Wharves & Docks - Port Ship Services Dock & Port Facilities BKI was contracted by Port Ship Services, Inc. to plan and design a new wharf on the Mississippi River and obtain necessary construction permits. The new facility was to operate “24 hours per day, 365 days per year,” unaffected by river flood stages. BKI worked closely with the U.S. Army Corps of Engineers to expedite levee design changes to accommodate a new opening in the floodwall. The firm obtained Corps of Engineers and Levee Board permits in time to allow construction during low river levels. BKI designed a jacketed, pile-supported, structural steel platform with a precast concrete panel deck that enhanced the stability of the levee and was within the client’s budget. The design of the walls of the ramp leading to the dock from the crown of the levee serve as extensions of the floodwalls, allowing the dock to be used even during flood stages and maintaining vehicular access along the levee crown. Business operations at the existing dock were not interrupted during levee work and the transition to the new facility was accomplished without any inconvenience to Port Ship Services, Inc.’s clients and employees. The total construction cost was approximately $1.1 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441901078853-4MWCQQP2ND0HX4GIA468/Port+of+SB_DJH_0111+%28dock%29.jpg Wharves & Docks - Port of Shreveport-Bossier Ternium Docking Facility BKI was contracted by the Port of Shreveport-Bossier to provide plans and specifications for the Ternium Docking Facility located in the Slack-Water Harbor along the Red River in Caddo Parish, LA. The docking facility consisted of a nominal 400 foot by 100 foot, pile-supported concrete dock equipped with a 60-ton capacity traveling cargo crane. The crane handled the loading and unloading of various cargos to and from barges, rail, and truck. The primary cargo was expected to be 25-ton steel coils with a potential to ultimately handle 55-ton steel coils. The facility incorporated an access road for cargo transport along with an at-grade rail line service on the dock. The project provided the first significant improvement in the Harbor. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450281382410-TXO8LST8R1NPJ6Q4PCIN/IMG_5806.jpg Wharves & Docks - St. Bernard Port, Harbor & Terminal District Chalmette Terminal In-Stream Mooring & Barge Fleeting BKI was contracted by the St. Bernard Port, Harbor and Terminal District to prepare preliminary and final plans and specifications for an in stream mooring system for ships consisting of five mooring buoys and 16 fixed dolphins for barge fleeting. The project was planned to provide for barge to ship and ship to barge transfer of grain and other bulk materials in the Mississippi River with an in stream mooring buoy system for international cargo ships to be loaded or off loaded to river barges traveling the Mississippi River. A barge fleeting system consisting of fixed tripod dolphins along the river bank was designed to hold up to 40 barges adjacent to the transfer operation in the river. The project included all permits necessary for construction from the Corps and other regulatory agencies. http://www.bkiusa.com/emergency-power-systems-1 daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438963184571-UZA61KUUTCQNGFG49PLZ/Generator+Design+2.jpg Emergency Power Systems - Bayou Segnette Sports Complex Generator Installations BKI was contracted to design the installation of two emergency standby generators and automatic transfer switches for the Jefferson Parish John A. Alario, Sr. Event Center. The John A. Alario, Sr. Event Center (Bayou Segnette Sports Complex) was a 2,400‐seat multi‐purpose arena in Westwego, LA. This project represented the design of an emergency generator installation to an existing facility. A 1000 kW generator was installed at the Event Center, and a 500kW generator was installed at the Hall B Expansion Building. The generators are packaged engine, alternator, sub-base fuel tank, and weatherproof enclosure units. The generator and fuel tanks were installed on pile-supported concrete foundations. The automatic transfer switch gears were NEMA 3R service-entrance rated equipment, and were installed on elevated access platforms with handrails. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438963184571-UZA61KUUTCQNGFG49PLZ/Generator+Design+2.jpg Emergency Power Systems - Bayou Segnette Sports Complex Generator Installations BKI was contracted to design the installation of two emergency standby generators and automatic transfer switches for the Jefferson Parish John A. Alario, Sr. Event Center. The John A. Alario, Sr. Event Center (Bayou Segnette Sports Complex) was a 2,400‐seat multi‐purpose arena in Westwego, LA. This project represented the design of an emergency generator installation to an existing facility. A 1000 kW generator was installed at the Event Center, and a 500kW generator was installed at the Hall B Expansion Building. The generators are packaged engine, alternator, sub-base fuel tank, and weatherproof enclosure units. The generator and fuel tanks were installed on pile-supported concrete foundations. The automatic transfer switch gears were NEMA 3R service-entrance rated equipment, and were installed on elevated access platforms with handrails. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438964215551-86EHDSYXDZ2PTLT6MJYO/Generator+Design+1.jpg Emergency Power Systems - City of Ponchatoula Sewer Lift Station Generators BKI was awarded the Ponchatoula Sewer Lift Station Generator project as a result of the City of Ponchatoula seeking assistance for engineering services for Gustav/Ike Disaster Recovery CDBG funds under the Municipalities Infrastructure Program, and the subsequent implementation of that program. This project specifically involved the installation of generators to 10 existing sewerage lift stations. BKI assisted the City with preliminary engineering, design engineering, and inspections for the generator project in compliance with Disaster Recovery CDBG Program requirements. BKI was responsible for the detailed design of construction drawings and specifications to support the installation of 10 emergency generators. This project involved the subcontracting of surveying services, coordination with Atmos Gas for natural gas services to all 10 generator locations, the design of generator foundations, and detailed electrical design. The scope of work also included the design of automatic transfer switches and all associated conduit, wiring, supports, and all other incidental work required to complete this https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438963231980-EQSJKE5X1HP6P8PFLMLO/Generator+Design+3.jpg Emergency Power Systems - City of Gretna Wastewater Treatment Plant New Generator BKI was contracted by the City of Gretna to design the removal of an existing 450 kW generator along with its underground diesel fuel tank from the Gretna Wastewater Treatment Plant and replace it with a new 800 kW generator and fuel tank. As the original generator for the Plant, the existing generator was both undersized and unreliable to handle the facilities’ emergency power demands. The new generator was sized to operate all of the emergency operation loads and exceeded the full load ampacity of the existing 1600 amp distribution switchboard. The existing full tank was removed and replaced with a new 4,000 gallon capacity underground fuel tank. http://www.bkiusa.com/coastal-restoration-protection-1 daily 0.75 2016-04-11 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439221574565-0738ZEC8HH2MZPAVGRLY/coastal+restoration+10452+B2-PLAN.jpg Coastal Restoration & Protection - Plaquemines Parish Forested Wetlands Coastal Restoration BKI was contracted by Plaquemines Parish to develop wetland vegetation ridges immediately adjacent to the back levee system between Fort Jackson and Venice, Louisiana as part of the Plaquemines Parish Coastal Restoration Project. The project provided stabilization to the existing area through the infilling of three open water areas that currently penetrate the brackish marsh, adds freshwater nutrients and sediment to assist the improvement of the quality of the existing marsh, and establishes transitional wetland vegetation on the west side of the ridges. While this project converted over 394 acres of brackish marsh into Roseau Cane and Cypress ridges, the impact was offset by the creation of 582 acres of new brackish marsh through the infilling of open water and the enrichment of an additional 158 acres of existing brackish marsh. Materials for the construction of the ridges, creation of new brackish marshes, and the enrichment of existing brackish marshes were hydraulically pumped from the Mississippi River, over the main line river levee, under LA Highway 23, and across the Reach B-2 back levee through a 30” pipeline. Permits for dredging in the river, crossing the levees and highway, and placement of dredge materials in wetlands were pursued through the various Federal and State agencies by BKI. BKI also prepared plans and specifications for the hydraulic placement of these materials and provided engineering and design (EDC) and inspection services during this phase of construction. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439221574565-0738ZEC8HH2MZPAVGRLY/coastal+restoration+10452+B2-PLAN.jpg Coastal Restoration & Protection - Plaquemines Parish Forested Wetlands Coastal Restoration BKI was contracted by Plaquemines Parish to develop wetland vegetation ridges immediately adjacent to the back levee system between Fort Jackson and Venice, Louisiana as part of the Plaquemines Parish Coastal Restoration Project. The project provided stabilization to the existing area through the infilling of three open water areas that currently penetrate the brackish marsh, adds freshwater nutrients and sediment to assist the improvement of the quality of the existing marsh, and establishes transitional wetland vegetation on the west side of the ridges. While this project converted over 394 acres of brackish marsh into Roseau Cane and Cypress ridges, the impact was offset by the creation of 582 acres of new brackish marsh through the infilling of open water and the enrichment of an additional 158 acres of existing brackish marsh. Materials for the construction of the ridges, creation of new brackish marshes, and the enrichment of existing brackish marshes were hydraulically pumped from the Mississippi River, over the main line river levee, under LA Highway 23, and across the Reach B-2 back levee through a 30” pipeline. Permits for dredging in the river, crossing the levees and highway, and placement of dredge materials in wetlands were pursued through the various Federal and State agencies by BKI. BKI also prepared plans and specifications for the hydraulic placement of these materials and provided engineering and design (EDC) and inspection services during this phase of construction. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439222293763-5N16LCUPHEFWTFPOBJZN/coastal+restoration+USDA+NRCS.jpg Coastal Restoration & Protection - Louisiana Coastal Projects Indefinite Delivery Design BKI's first assignment under this contract was part of the Barataria Basin Land Bridge Shoreline Protection Project south of Lafitte, LA. BKI designed approximately 6,100 lf of shoreline protection to reduce or eliminate erosion of a portion of Bayou Perot and Bayou Rigolettes in Jefferson Parish, LA. Rock dikes or rock rip-rap revetments over woven geotextile fabrics maintained a stable bank and resist erosion and wave action. Plans included placement of warning signs and settlement plates, which monitored movement and stability of the shoreline after construction is complete. The contract included preparation of preliminary and final construction documents, specifications, and construction cost estimates for the proposed improvements. The final engineering cost estimate for this project was $1,900,000 and the actual construction cost was $1,750,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449506856161-CRYAPGYSWGS6NT8K3OIQ/IMG00013+%282%29+copy.jpg Coastal Restoration & Protection - Jefferson Parish Bucktown Harbor Mitigation Marsh BKI was retained by Jefferson Parish to prepare a Master Plan for the Bucktown Harbor Marina Complex on Lake Pontchartrain in Jefferson Parish. The plan includes a 3.5-acre wetland marsh to improve environmental conditions on the lakeshore. The Bucktown Harbor permit plan and application process that BKI undertook for Jefferson Parish required a National Marine Fisheries 3.5 acre mitigation marsh. The habitat value of the new marsh offset the lake-bottom loss of the 17-acre land reclamation activities that were implemented to create the marina, and 6 acres of harbor dredging requested in the permit. At the completion of the land reclamation, BKI prepared plans and specifications for the bidding of the wetland plantings for the Spartina alterniflora marsh and did construction administration and monitoring of the plantings. http://www.bkiusa.com/transportation-planning-1 daily 0.75 2015-12-07 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433439591339-9IZCNOTST30SMTHMOHUA/Ports+and+Industrial+Development+1.jpg Transportation Planning - Jefferson Parish Port District Harvey Canal Waterway Accessibility Study BKI was retained to document the accessibility of the Harvey Canal to the Gulf of Mexico via several all-water routes, especially for large offshore drilling and production platforms, and to delineate locations where restrictions to this access may be caused by man-made structures. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433439591339-9IZCNOTST30SMTHMOHUA/Ports+and+Industrial+Development+1.jpg Transportation Planning - Jefferson Parish Port District Harvey Canal Waterway Accessibility Study BKI was retained to document the accessibility of the Harvey Canal to the Gulf of Mexico via several all-water routes, especially for large offshore drilling and production platforms, and to delineate locations where restrictions to this access may be caused by man-made structures. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433439590336-G22TPYPJAGGDF49MFX14/Ports+and+Industrial+Development+2.jpg Transportation Planning - Southern Rapid Rail Transit Commission Lake Charles to Meridian Corridor Development Plan BKI was contracted by the Southern Rapid Rail Transit Commission to prepare a corridor development plan for the Federal Railroad Administration (FRA), using the FRA’s Corridor Planning Guidance Manual, for the design and implementation of high-speed passenger rail service in the designated Gulf Coast High-Speed Rail Corridor between Lake Charles, LA and Meridian, MS. The project was to upgrade existing freight rail lines to accept more frequent and faster passenger trains while not negatively impacting existing and projected future freight rail traffic. Project components included rail operations planning and ridership/revenue projections for initial service and for twenty years into the future. This required train performance calculations, and simulation modeling. BKI’s role was to coordinate the specialized disciplines involved in the project and to edit and produce the reports. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433440116731-DV0PBGVOYJKQOI7G0W39/Ports+and+Industrial+Development+3.jpg Transportation Planning - Alabama Department of Transportation Statewide Rail Plan Update & Directory BKI was contracted by the Alabama Department of Transportation - Bureau of Multimodal Transportation, to produce the 2001 Alabama Rail Plan Update. The plan was a component of the Alabama Statewide Transportation Plan. BKI documented how the 28 existing railroads have reacted to changing market dynamics, innovative technology, and societal expectations over the past decade. Several trends, such as corporate mergers and acquisitions, line abandonments, and intermodalism were identified as causes of change in Alabama’s rail industry, which hauls over 93.5 million tons of cargo annually over 4,700 miles of active railroad tracks and generates over $280 million in revenues. BKI prepared an inventory of Alabama’s operating railroads, contacting each directly to gather current information as to their location and use. This resulted in the compilation of the 2001 Alabama Rail Directory – the first ever in state history. The directory was then disseminated to manufacturers and shippers, economic development agencies, local and regional governments, and citizens with an interest in railroads in an effort to promote the industry and develop new outlets. http://www.bkiusa.com/highways-bridges-1 daily 0.75 2020-10-21 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449076323012-RZ6FBAFQ4ZNO80OCOX8G/I-10-Widening.jpg Highways & Bridges - LADOTD I-10 at Causeway Boulevard Interchange BKI was retained by the Louisiana Department of Transportation and Development to upgrade the outdated cloverleaf interchange with directional and semi-directional ramps. The improvements were done in two construction phases. Phase I upgraded the eastern half of the interchange and Phase II the western half. Phase I improved the following features: new elevated ramp northbound Causeway Boulevard to westbound I-10 (Ramp NCW), new elevated ramp westbound I-10 to northbound Causeway Boulevard (Ramp WNC), new at-grade ramp from northbound Causeway Boulevard to eastbound I-10 (Ramp NCE), new at-grade ramp from westbound I-10 to Veterans Boulevard including realignment of at-grade northbound Causeway Boulevard (Ramp WV), and combination existing bridge widening and new at-grade ramp from northbound Causeway Boulevard to Veterans Boulevard (Ramp NCV). Phase II featured the following major improvements: realignment of northwest frontage road (Ramp WF), new at-grade ramp from Veterans Boulevard to westbound I-10 (Ramp VW), new at-grade ramp from Veterans Boulevard to eastbound I-10 including realignment of at-grade southbound Causeway Boulevard (Ramp VE), new at-grade loop ramp from westbound I-10 to southbound Causeway Boulevard including widening of existing bridge (Ramp WSC), new elevated ramp from southbound Causeway Boulevard to westbound I-10 (Ramp SCW), and new elevated flyover ramp from Ramp SCW to eastbound I-10 (Ramp SCE). The construction cost was approximately $90 million.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1431976610474-JIMPVS1BXP6PZD9B3FK8/BlackWarriorPkwy.jpg Highways & Bridges - Tuscaloosa East Bypass, I-15 to River Road BKI is currently designing a limited access four lane/six lane roadway from Interstate 20/59 to the Black Warrior River in Tuscaloosa County for ALDOT. The six-mile project contains five interchanges and twenty-two bridges over railroads, roadways, and streams. The bridges have varied geometry including skews, horizontal curves, and vertical curves. The substructures also vary and include hammerhead piers, steel piles and drilled shafts. Superstructures range from simple AASHTO girders to curved steel designs. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1431358892731-6PK3SPWHGKSUGD5U1HR7/BlackWarriorPkwy.jpg Highways & Bridges - Joe Mallisham Parkway interchange at I-20/59 BKI is currently designing a limited access four-lane/six-lane roadway from Interstate 20 / 59 to the Black Warrior River in Tuscaloosa County for the Alabama Department of Transportation. The six-mile project contains five interchanges and 22 bridges over railroads, roadways, and streams. The bridges have varied geometry including skews, horizontal curves, and vertical curves. The substructures also vary and include hammerhead piers, steel piles, and drilled shafts. Superstructures range from simple AASHTO girders to curved-steel designs. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450129833234-BELGBP9H37JCNNFB2A8O/Audubon_Bridge.jpg Highways & Bridges - LADOTD I-10 Bridge Over Lake Pontchartrain BKI was selected by the Louisiana Department of Transportation and Development along with FIGG Bridge Engineers and Site-Blauvelt to develop a segmental concrete box girder alternative to the LADOTD ASSHTO girder alternative for replacement of the I-10 bridges over Lake Pontchartrain. This was a fast track project to replace the existing bridges, which suffered heavy damage from Hurricane Katrina on August 29, 2005. The first construction package for four miles of level bridge structure was ready for bidding in just over four months. The navigation channel portion, approximately one mile of bridge structure, followed four months later. BKI’s responsibilities included designing and detailing of the substructure for the segmental concrete box girder bridge and the electrical design and details for both the LADOTD girder alternative and the consultant segmental alternative. BKI modeled the bridge piers using FB-Pier and designed them in accordance with the ASSHTO Load Resistance Factor Design Bridge Design Specifications. In addition to the normal ASSHTO loadings, the piers were designed to resist hurricane wave action and vessel impact loads. BKI also performed an independent detailing check of the LADOTD girder alternative. BKI’s electrical design on the LADOTD alternative provided power for the ITS system, motorized crossover barriers and navigation lighting along with provisions for future roadway lighting including embedded raceways in the bridge deck. Electrical design for the consultant alternative provided power for the ITS system, motorized crossover barriers and navigation lighting, maintenance lighting and power inside the box girders, provisions for future roadway lighting including block outs, and embedded raceways in the box sections. http://www.bkiusa.com/leadership-gallery daily 0.75 2019-12-17 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433519060133-DLL4S6WYGMC4Q9LRQN07/img_1404+1_1.jpg Leadership - George C. Kleinpeter, Jr., PE / President Mr. Kleinpeter is President and Chief Executive Officer at BKI. He is responsible for the operation, development, and direction of all office locations. He started at BKI in YEAR as JOB TITLE before rising through the ranks until ultimately become President and CEO in YEAR. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433519060133-DLL4S6WYGMC4Q9LRQN07/img_1404+1_1.jpg Leadership - George C. Kleinpeter, Jr., PE / President Mr. Kleinpeter is President and Chief Executive Officer at BKI. He is responsible for the operation, development, and direction of all office locations. He started at BKI in YEAR as JOB TITLE before rising through the ranks until ultimately become President and CEO in YEAR. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433454818790-JQ4WGZJAEY2KPMQN97EQ/img_1404+1.jpg Leadership - William R. "Biff" Burk, III, PE / Chairman of the Board Mr. Burk is Chairman of the Board and grandson of the BKI's founder, William Burk, Sr. He has worked at BKI since 1968, being named President in 1975. In 1990, he took on the role as Chairman of the Board. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433519089524-39ZVOGN36Q31WMH8GK85/GiardinaB.jpg Leadership - J. W. "Bill" Giardina, Jr., PE / Executive Vice President This is placeholder text. s dolescipid quam, cum sentin corporro eni optium, sunt ma volupta tionsequam aut eventis apel ilita et, quam id et quidunt imodi verion et ex ellacep udanduc idellitem exernamusam, non non et laniendite optia cus, nam, to te reium https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433518915099-SUTOYYF793NH4CR8QVPB/BadonB.jpg Leadership - Bruce L. Badon, AICP / Executive Vice President This is place holder text. Ut ad eos dit erate accullabor sequae voloremod qui dolenis ipsunt rerum aut rerorempos molor aut etur ra viti qui destior eictatur, odi quasim venimodi conesti ut ut aut ea qui as audam acessitas dolescipid quam, cum sentin corporro eni optium, sunt ma volupta tio. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433519187281-5NYMKPWZL1I6WQSVLFMS/Mike+C.jpg Leadership - Michael D. Chopin, PE / Regional Vice President This is also placeholder text. erorempos molor aut etur ra viti qui destior eictatur, odi quasim venimodi conesti ut ut aut ea qui as audam acessitas dolescipid quam, cum sentin corporro eni optium, sunt ma volupta tionsequam aut eventis apel ilita et, quam id http://www.bkiusa.com/drainage-improvement-analyses daily 0.75 2016-04-12 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439223048000-E1J8O4OQ99DF7AGRSAAL/drainage+improvements+bellemeade.jpg Drainage Improvement & Analyses - Jefferson Parish Department of Public Works Bellemeade Area Drainage BKI was selected by Jefferson Parish Department of Public Works for the construction of a gravity collection culvert system on Bellemeade Boulevard and Brookmeade Drive between Briargrove Street and the Weyerauch Canal. In order to determine the best solution to the drainage problems in the area, BKI incorporated previous studies and modeling efforts that were provided by Jefferson Parish. BKI provided preliminary and final engineering design, bidding assistance, construction administration, and resident inspection services. The project included the design and installation of 2,800 linear feet of subsurface culverts, 14 junction boxes, 10 catch basins, and 6,000 square yards of paving. Coordination with all utilities for potential conflicts and required relocations was required, as well as repaving of all streets damaged or removed to allow construction of subsurface drains and utility relocations. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439223048000-E1J8O4OQ99DF7AGRSAAL/drainage+improvements+bellemeade.jpg Drainage Improvement & Analyses - Jefferson Parish Department of Public Works Bellemeade Area Drainage BKI was selected by Jefferson Parish Department of Public Works for the construction of a gravity collection culvert system on Bellemeade Boulevard and Brookmeade Drive between Briargrove Street and the Weyerauch Canal. In order to determine the best solution to the drainage problems in the area, BKI incorporated previous studies and modeling efforts that were provided by Jefferson Parish. BKI provided preliminary and final engineering design, bidding assistance, construction administration, and resident inspection services. The project included the design and installation of 2,800 linear feet of subsurface culverts, 14 junction boxes, 10 catch basins, and 6,000 square yards of paving. Coordination with all utilities for potential conflicts and required relocations was required, as well as repaving of all streets damaged or removed to allow construction of subsurface drains and utility relocations. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449152585915-4VREPGYO1NGNMWHZ8SLL/A3+0+-+Typical+Section.jpg Drainage Improvement & Analyses - St. James Parish Government Master Drainage Plan BKI was selected by St. James Parish and the Pontchartrain Levee District to prepare a master drainage plan for the area bounded by Hope Canal, the Mississippi River, Panama Canal/Bayou Conway, and Lake Maurepas. The goal of the study was to alleviate flooding in the existing subdivisions and agricultural lands through development of better outfalls. The existing drainage flowed overland through the wetlands to Lake Maurepas. The only existing outfalls in the study area were the Parish Canal, Pipeline Canal, Bayou Des Acadiens, and Blind River. The study was performed utilizing the HEC-GeoHMS and HEC-GeoRAS modeling software to determine the potential of improving the existing canals or the need for a new outfall. This phase of the study determined existing drainage conditions, created an existing conditions model and identified drainage and flooding problem areas. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439223220607-ATWKVMJRDCIRZRPAOXDW/DSCN0779.JPG Drainage Improvement & Analyses - Jefferson Parish Department of Public Works Maplewood Area Drainage Improvements BKI was selected by Jefferson Parish, LA to provide engineering services for the drainage improvements in the Maplewood subdivision area, which has historically flooded during intense rainfall events. FEMA Hazard Mitigation Grant Program funds were awarded to Jefferson Parish from Hurricane Gustav. BKI provided preliminary and final engineering design, bidding assistance, construction administration, and resident inspection services. Work included the design and installation of 9,100 linear feet of subsurface culverts, 33 junction boxes, 80 catch basins, and 3,500 square yards of paving. A major part of BKI’s effort was performing the design and construction within the available grant funds. http://www.bkiusa.com/water-treatment-distribution-1 daily 0.75 2016-05-09 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1462368504872-J200KROWXV6DFGQWQSJ6/St+Bernard+Parish+Water+Plant.jpg Water Treatment & Distribution - St. Bernard Parish New Water Treatment Plant BKI was selected by St. Bernard Parish to design a new 12 MGD water treatment plant. Along with the Department of Public Works, BKI investigated several design alternatives and selected a cost-effective treatment process. BKI then prepared a General Design Memorandum to further define the basis for engineering design, to evaluate operation and maintenance requirements, and to determine how to build a new treatment facility on the existing plant site while maintaining efficient operation of the existing treatment plant. The plant as constructed has three up-flow clarifiers of 435,000 gallons each that provide the initial solids removal for the raw water from the Mississippi River. Polymer and lime are injected prior to the clarifiers to aid in coagulation. The clarified water is then sent to six rapid sand filters for final treatment. Each of the sand filters is equipped with air-assisted cleaning to shorten the time required for backwash and to aid in resettling the filter media. The clarifier and filter equipment was manufactured and supplied by Tonka Water of Plymouth, MN. A clearwell pump station was constructed to pump the treated water to the existing 10 MG and 3 MG ground storage tanks on the existing plant site. This pump station is also able to provide the water required to backflush the sand filters when required during the normal treatment process. A separate filter waste pump station was constructed to transfer the flow from the filter backwash process to the existing backwash tank at the original Plant No. 1 near the East St. Bernard Hwy. side of the water plant site. The pumps in this existing tank were upsized to handle the additional flow from the new plant and return the collected filter sediment to the river. As part of the plant, BKI designed a new control/filter building. This building houses the pipe gallery and sand filters on the first floor and the control building and plant offices on the second floor. A chemical building was also constructed to contain all of the chemical processed necessary for plant operation including the chlorine room, polymer room, alum tanks and feed pumps, and the ammonia storage and feed system. Both the control/filter building and the chemical building were designed to withstand sustained winds up to 130 MPH. All of the mechanical equipment for this project is located above the base flood elevation for the plant site to minimize any future flood related damages. Existing high service pumps that supply water to the distribution system were kept in service from the existing Plants 1 and 2, which were rebuilt after Hurricane Katrina. The project cost for this water plant was $23,500,000. It was constructed under budget, despite numerous substantial changes made at the owner’s request during construction. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1462368504872-J200KROWXV6DFGQWQSJ6/St+Bernard+Parish+Water+Plant.jpg Water Treatment & Distribution - St. Bernard Parish New Water Treatment Plant BKI was selected by St. Bernard Parish to design a new 12 MGD water treatment plant. Along with the Department of Public Works, BKI investigated several design alternatives and selected a cost-effective treatment process. BKI then prepared a General Design Memorandum to further define the basis for engineering design, to evaluate operation and maintenance requirements, and to determine how to build a new treatment facility on the existing plant site while maintaining efficient operation of the existing treatment plant. The plant as constructed has three up-flow clarifiers of 435,000 gallons each that provide the initial solids removal for the raw water from the Mississippi River. Polymer and lime are injected prior to the clarifiers to aid in coagulation. The clarified water is then sent to six rapid sand filters for final treatment. Each of the sand filters is equipped with air-assisted cleaning to shorten the time required for backwash and to aid in resettling the filter media. The clarifier and filter equipment was manufactured and supplied by Tonka Water of Plymouth, MN. A clearwell pump station was constructed to pump the treated water to the existing 10 MG and 3 MG ground storage tanks on the existing plant site. This pump station is also able to provide the water required to backflush the sand filters when required during the normal treatment process. A separate filter waste pump station was constructed to transfer the flow from the filter backwash process to the existing backwash tank at the original Plant No. 1 near the East St. Bernard Hwy. side of the water plant site. The pumps in this existing tank were upsized to handle the additional flow from the new plant and return the collected filter sediment to the river. As part of the plant, BKI designed a new control/filter building. This building houses the pipe gallery and sand filters on the first floor and the control building and plant offices on the second floor. A chemical building was also constructed to contain all of the chemical processed necessary for plant operation including the chlorine room, polymer room, alum tanks and feed pumps, and the ammonia storage and feed system. Both the control/filter building and the chemical building were designed to withstand sustained winds up to 130 MPH. All of the mechanical equipment for this project is located above the base flood elevation for the plant site to minimize any future flood related damages. Existing high service pumps that supply water to the distribution system were kept in service from the existing Plants 1 and 2, which were rebuilt after Hurricane Katrina. The project cost for this water plant was $23,500,000. It was constructed under budget, despite numerous substantial changes made at the owner’s request during construction. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449154008084-TYL4O3EZMMNHTICF744X/Water+Supply+2.jpg Water Treatment & Distribution - St. Bernard Parish Raw Water Intake Pumping Station BKI was selected by St. Bernard Parish to design a new raw water intake pump station to supply Mississippi River water to the Parish’s Water Treatment Plant. The new pump station was located on an elevated platform on the river side of the hurricane protection levee near the existing pump station. This allowed reuse of most of the existing discharge piping. The new pump station had three 7,000 gallon per minute pumps with variable speed drives. This equipment selection enabled pumping capacity to be varied to match system demand for water. A generator was included to power the station when commercial power is not available. New chemical feed lines were also included as part of this project. These pipes replaced old pipes which have become clogged after years of service. These chemical feed lines allow WTP personnel to optimize treatment by adding chemicals at the pump station without the expense of constructing chemical feed facilities at the river. The construction cost for this facility was $4,9860,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433273398878-2N8TEGFBNS532U1U9YCK/Water+Supply+4.jpg Water Treatment & Distribution - Sewerage & Water Board Potable Water System Water Quality Master Plan BKI was retained by the New Orleans Sewerage & Water Board to prepare a master plan for upgrading water treatment facilities and methods in order to meet US Environmental Protection Agency Clean Water Act criteria. BKI completed a comprehensive analysis of water treatment operations. The firm assessed existing treatment plant facilities and operations, pilot-tested treatment options for source water, and selected required improvements to enable the S&WB to meet or exceed new and anticipated drinking water regulations. The final report was a 20-year plan with sufficient flexibility to accommodate the changing regulatory climate at the EPA. http://www.bkiusa.com/public-commerical-buildings daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439219935185-TQ77TX6YC8V5XC3CULKF/P1020361.JPG Public & Commercial Buildings https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450281287651-C3CO8OODQ4GPHU4YKZR8/10+19+12+Site+Diagram.jpg Public & Commercial Buildings - Jackson County Adult Detention Center BKI was a part of the consultant team responsible for the new Adult Detention Center in Jackson County, MS. In January of 2014, work began with the placement fill site. The area was raised over seven feet in some places to meet the FEMA flood regulation. Foundation work continued for eight months with the installation of over 800 – 14” diameter auger cast pilings 60 feet deep. These pilings serve as the foundation for the building and support the structure. The building itself is a 104,000 SF typical metal building with steel columns and beams with metal roof and wall panels. The facility is broken down into three separate pods that are each in a hub and spoke design with the control room in the center and the inmate day rooms splayed out in a circular fashion. The day rooms contain the cells for inmates. There are 21 different types of cells in the facility ranging from detox and intox cells in the booking area to two and four bank cells in the dayrooms. Each of the cells are prefabricated steel units that were built offsite and delivered as a unit. The contractor then placed the cells in the proper locations throughout the facility and welded them in place. In addition to the day room and inmate areas, the ADC is equipped with a fully operable kitchen for food service and laundry facilities for cleaning linens and clothing items. There is a medical area with exam rooms and dental rooms. The facility has video visitation for family and will also have video court arraignment. One of the most important aspects of this building is that it has been constructed to withstand 150 mph winds. It is also equipped with an 1150KW diesel-powered generator, capable of operating the entire facility in the event of a power outage. This means inmates and staff may shelter in place and will not have to be relocated in the event of a hurricane or other storm events.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450281287651-C3CO8OODQ4GPHU4YKZR8/10+19+12+Site+Diagram.jpg Public & Commercial Buildings - Jackson County Adult Detention Center BKI was a part of the consultant team responsible for the new Adult Detention Center in Jackson County, MS. In January of 2014, work began with the placement fill site. The area was raised over seven feet in some places to meet the FEMA flood regulation. Foundation work continued for eight months with the installation of over 800 – 14” diameter auger cast pilings 60 feet deep. These pilings serve as the foundation for the building and support the structure. The building itself is a 104,000 SF typical metal building with steel columns and beams with metal roof and wall panels. The facility is broken down into three separate pods that are each in a hub and spoke design with the control room in the center and the inmate day rooms splayed out in a circular fashion. The day rooms contain the cells for inmates. There are 21 different types of cells in the facility ranging from detox and intox cells in the booking area to two and four bank cells in the dayrooms. Each of the cells are prefabricated steel units that were built offsite and delivered as a unit. The contractor then placed the cells in the proper locations throughout the facility and welded them in place. In addition to the day room and inmate areas, the ADC is equipped with a fully operable kitchen for food service and laundry facilities for cleaning linens and clothing items. There is a medical area with exam rooms and dental rooms. The facility has video visitation for family and will also have video court arraignment. One of the most important aspects of this building is that it has been constructed to withstand 150 mph winds. It is also equipped with an 1150KW diesel-powered generator, capable of operating the entire facility in the event of a power outage. This means inmates and staff may shelter in place and will not have to be relocated in the event of a hurricane or other storm events.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449172496297-67RUBEQAM3B6KZJCFNLU/Picture+045.jpg Public & Commercial Buildings - Restaurant August Restoration BKI provided complete architectural services to convert a three-story, late 1800s plaster-on-brick building into one of New Orleans’ premier new dining establishments, Restaurant August. BKI renovated the first floor into an upscale restaurant with a bar, dining areas sized for various levels of intimacy, and a new commercial kitchen. The second floor featured a banquet area with its own kitchen. The building also featured an office wing facing Tchoupitoulas St., and two condos on the third floor. The project included renovation of approximately 13,000 square feet plus the addition of a 3,000-square-foot penthouse. The interior of the existing exterior walls required structural enhancement and architectural renovation. The firm designed the leveling of the floors and the addition of joists as part of a shoring effort. The renovation also included new HVAC and electrical systems, including the upgrading of the existing sprinkler system to meet current code requirements. The construction cost was approximately $5.7 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441901394618-JI4ZUJ3H01MU3G78WEW2/P10203622.jpg Public & Commercial Buildings - Dryades YMCA Natatorium & Wellness Center BKI was contracted by Dryades YMCA to perform the structural design and provide construction administration for the YMCA natatorium and wellness center. This project designed and constructed a new two story structure (approximately 20,000 square feet) adjacent to the existing Dryades YMCA building in New Orleans, LA. The new building and pool foundation is a pre-cast concrete pile supported structure supporting a cast-in place reinforced concrete slab. The second floor is also supported by pre-cast concrete beams with a fiber reinforced concrete topping slab. The structure was constructed as a reinforced concrete structure with cast-in place columns and grade beams and concrete masonry unit wall system. The building roof is a combination of a standing seam roof over a portion of the roof and a built-up asphalt roof over the remaining roof area. The natatorium area will house a 45’x75’ swimming pool with depths ranging from 3’-6” deep to 7’0” deep. The second floor will house a Wellness Center, locker rooms, showers and administrative offices. http://www.bkiusa.com/damage-assessments-1 daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439242584561-4BXMD9AR5QB6JHI9H5YX/20060513+10317-0400+Point+a+la+Hache+Marina+147.jpg Damage Assessments - Plaquemines Parish Site Assessment & Disaster Recovery BKI has aided Plaquemines Parish in their restoration and rehabilitation following major disaster events including numerous hurricanes. Our recovery efforts included recovery of marina and boat harbor facilities, design of new pumping stations, modifications of existing pumping stations, rehabilitation of damaged sewer lift stations, restoration of damaged barge/ferry landings and the restoration of a fire station. In all of the projects listed above, BKI provided inspections and assessments of the damage and designed the repairs to restore/rehabilitate each project to meet the more stringent code requirements following major disaster events. • Barge/Ferry Landing Restoration • Marina Facility Recovery • Pumping Station Modifications • Sewer Lift Station Rehabilitation • Fire Station Restoration https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439242584561-4BXMD9AR5QB6JHI9H5YX/20060513+10317-0400+Point+a+la+Hache+Marina+147.jpg Damage Assessments - Plaquemines Parish Site Assessment & Disaster Recovery BKI has aided Plaquemines Parish in their restoration and rehabilitation following major disaster events including numerous hurricanes. Our recovery efforts included recovery of marina and boat harbor facilities, design of new pumping stations, modifications of existing pumping stations, rehabilitation of damaged sewer lift stations, restoration of damaged barge/ferry landings and the restoration of a fire station. In all of the projects listed above, BKI provided inspections and assessments of the damage and designed the repairs to restore/rehabilitate each project to meet the more stringent code requirements following major disaster events. • Barge/Ferry Landing Restoration • Marina Facility Recovery • Pumping Station Modifications • Sewer Lift Station Rehabilitation • Fire Station Restoration https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439243009350-HI9AC1KDARUM01ZV25M4/Port+of+New+Orleans.JPG Damage Assessments - Port of New Orleans Hurricanes Damage Assessments & Recovery Projects BKI was contracted by the Port of New Orleans for the provision of engineering assessments of damages sustained by the Port as a result of Hurricanes Katrina and Gustav. BKI’s services included engineering assessments of structural, mechanical and electrical systems of wharves, marshalling yards and service areas along the Mississippi Riverfront. In addition to thoroughly documenting damages, BKI also provided recommendations and cost estimates for repairs to all facilities affected by the storms. BKI’s engineering staff coordinated with the Port’s Administrative staff and with FEMA during the preparation of numerous project worksheets. Following Hurricane Katrina in 2005, teams of BKI engineers surveyed structural, mechanical, and electrical system at 39 facilities for the Port, covering nine linear miles of riverfront from the Crescent City Connection Mississippi River Bridge to the Henry Clay Wharf. For Hurricane Gustav in 2008, BKI’s assessment teams surveyed another 24 existing structures. The result of these assessments were the completion of 64 PWs for Hurricane Katrina, totaling $49 million and 19 PWs for Hurricane Gustav, totaling approximately $2 million in repairs and reconstructions at the Port.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439243043946-PM30DHRYL77HVN25YLSY/100_0161.JPG Damage Assessments - Northrop Grumman Shipbuilding Hurricane Damage Assessments BKI was selected by Northrop Grumman Ship Building, Inc. to provide preliminary engineering assessments of damage to their facilities in Pascagoula, MS; Gulfport, MS; and New Orleans, LA as a result of Hurricanes Katrina and Rita. Damages to their facilities from these back-to-back storms was significant. Teams of BKI engineers surveyed structural, mechanical and electrical systems for over 470 structures within these three facilities for damage. Following the preliminary damage assessments, BKI prepared preliminary cost estimates and made recommendations as to repairs to restore these facilities to normal operations. BKI also met with Northrop Grumman’s insurance agency adjuster and assessor during the damage assessment to provide technical knowledge of certain damaged components. http://www.bkiusa.com/environmental-solutions-2 daily 0.75 2015-07-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988206440-OWH8KKFZPU4NPTEJSNI5/SITE+ASSESSMENT+%26+REMEDIATION.jpg Environmental Solutions - Site Assessment & Remediation https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988206440-OWH8KKFZPU4NPTEJSNI5/SITE+ASSESSMENT+%26+REMEDIATION.jpg Environmental Solutions - Site Assessment & Remediation https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988208174-LZZGYCYMP14UG7O029Q2/PERMITS+%26+COMPLIANCE.jpg Environmental Solutions - Permits & Compliance https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436988211946-NKACO21EW1DAPUWO6STO/COASTAL+RESTORATION+%26+PROTECTION.jpg Environmental Solutions - Coastal Restoration & Protections http://www.bkiusa.com/lighting-power-distribution-1 daily 0.75 2019-12-17 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1471371893281-QSBDTVE0RX1PB9TR6Q6V/IMG_5587.JPG Lighting & Power Distribution - New Orleans Airport Interior Terminal Improvements BKI was part of a consultant team to provide mechanical, electrical, fire protection, and special systems engineering design services associated with general lighting improvements in the West Terminal, Main Terminal, and lower baggage claim at the Louis Armstrong New Orleans International Airport. This project consisted of the demolition of the existing lighting systems and new lighting systems, revised electrical distribution, limited special system renovations, relocated mechanical ductwork, revised fire protection layout, and special systems within the area of work. This project represents the design of an electrical (power and lighting) renovation to any existing operational municipal airport occupancy.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1471371893281-QSBDTVE0RX1PB9TR6Q6V/IMG_5587.JPG Lighting & Power Distribution - New Orleans Airport Interior Terminal Improvements BKI was part of a consultant team to provide mechanical, electrical, fire protection, and special systems engineering design services associated with general lighting improvements in the West Terminal, Main Terminal, and lower baggage claim at the Louis Armstrong New Orleans International Airport. This project consisted of the demolition of the existing lighting systems and new lighting systems, revised electrical distribution, limited special system renovations, relocated mechanical ductwork, revised fire protection layout, and special systems within the area of work. This project represents the design of an electrical (power and lighting) renovation to any existing operational municipal airport occupancy.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449172617298-9N6UZTE691E9TT12CIL2/Electrical+lighting+and+power+10349.jpg Lighting & Power Distribution - Regional Transit Authority Carrollton Streetcar Barn Improvements BKI was engaged by Royal Engineers to mechanically and electrically inspect the historic Carrollton Streetcar Barn located at the corner of Willow St. and Dublin Street in Uptown New Orleans and to design repairs and upgrades to the facility. Site inspections were performed and recommendations were made based on RTA priorities and the findings of its investigations and inspections. For the fire protection systems, local fire system contractors were consulted in an attempt to develop the most cost effective solutions to system leaks due to interior pipe corrosion and pipe improper slope concerns. Ventilation modifications were proposed as the current systems generated nuisance dust when employed for cooling, and fresh air requirements dictated changes to A/C systems. New oil water separators units were proposed due to failure/deterioration of active and passive systems. Architectural renovation to office spaces required redesign of the sanitary sewer piping. Energy efficient lighting improvements to the warehouse type areas were evaluated and proposed where determined to be cost effective. Supporting power system modification have been proposed for the new ventilation equipment and new lighting layouts have been proposed for the renovated office space.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438962286938-9E3I8938LMT1ES9Y2S17/Electrical+lighting+and+power+10365.jpg Lighting & Power Distribution - Ingalls Shipbuilding IPD Shop Burk-Kleinpeter, Inc. was contracted by Ingalls Shipbuilding to convert an existing 120,000 sq. ft. warehouse into the new Industrial Products Division (IPD) Shop. The design/retrofit and conversion of this building was the most challenging restoration project for BKI. The new IPD facility included foundations and utilities for new equipment, a new 60’x 230’ extension and 42’x 268’ lean-to. Existing interior columns were removed and replaced with new columns, structural trusses and crane rails to create clear working spans to support two new 20-ton cranes, 12 new 10-ton cranes, two new 5-ton cranes and an array of equipment requiring customized foundations. Additional access was also provided through four 12’Wx10’H roll-up doors, two 29’Wx22’H and 44’Wx53’H fabric doors. The area of the completed facility totals 133,000 square feet. The electrical scope of this project included the design of the power distribution system, grounding, high bay lighting, office space lighting, emergency egress lighting, and fire alarm system. The electrical distribution system was customized to satisfy the needs of building occupants. Welding receptacles were strategically located to comply with specific customer power requirements. The total cost of construction was approximately $26 million. http://www.bkiusa.com/wastewater-collection-treatment-1 daily 0.75 2015-12-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450217937745-66IO6NIDSWKNUAG4VCF4/wastewater+systems+1.jpg Wastewater Collection & Treatment - City of Baton Rouge WWTP Pump Station Environmental Site Assessment & Conceptual Design BKI was selected by the City of Baton Rouge/Parish of East Baton Rouge to prepare a preliminary study for conceptual design of a newly proposed pump system in East Baton Rouge Parish. The BKI team conducted an initial site survey and investigation of the proposed tunnel pump station area and vicinity and used this information to plot the existing site plan. We also researched and identified existing property owners and utility locations in the vicinity of the pump station. Before design and construction could begin, we investigated potential environmental issues that may affect construction of the pump station. We used the information gathered during the site assessment to develop possible alternate designs and site plans. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450217937745-66IO6NIDSWKNUAG4VCF4/wastewater+systems+1.jpg Wastewater Collection & Treatment - City of Baton Rouge WWTP Pump Station Environmental Site Assessment & Conceptual Design BKI was selected by the City of Baton Rouge/Parish of East Baton Rouge to prepare a preliminary study for conceptual design of a newly proposed pump system in East Baton Rouge Parish. The BKI team conducted an initial site survey and investigation of the proposed tunnel pump station area and vicinity and used this information to plot the existing site plan. We also researched and identified existing property owners and utility locations in the vicinity of the pump station. Before design and construction could begin, we investigated potential environmental issues that may affect construction of the pump station. We used the information gathered during the site assessment to develop possible alternate designs and site plans. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449154627639-BCCXPCPVM5W42QJLGTCV/wastewater+systems+2.jpg Wastewater Collection & Treatment - Jefferson County Sewer System Improvement Program Management BKI was selected to be the Program Manager for the Jefferson County Sewer Capital Improvement Program. Developed in response to an EPA Consent Decree. This $2.4 billion dollar construction program was designed to eliminate all overflows and bypasses in the county sewer system. The program included line and manhole rehabilitation, construction of replacement and transfer sewers, rehabilitation and construction of pump stations, tunnels up to 120 inches in diameter, and major upgrades to the county’s nine wastewater treatment plants. BKI was ultimately responsible to see that all construction projects were completed on time and within budget so that the stipulated penalties in the Consent Decree agreement were avoided. Specific tasks included administering an overall program cost tracking schedule that included cash flow projections for all active and future construction, engineering, and administrative projects; monitoring program progress for cost and schedule implementation using proven integrated software tools for budgeting, resource planning, and project controls based on detailed work breakdown structures; tracking unit price cost data along with other relevant information from other municipalities nationwide for items included in the county sewer rehabilitation specifications; developing an asset management plan for the sewer collection system; reviewing and revising the county’s technical specifications to assure that acceptable requirements were specified; administering the expansion policy continuously; providing a representative to the county’s product review committee that evaluated vendor products for inclusion in the approved list; preparing Capital Improvement Plans; and providing engineering services to manage the qualification-based selection process for consultants.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1442585332846-HCQON5UVHV8ATEH0BIKN/SSES+and+WWMP+Project+Map+edited.jpg Wastewater Collection & Treatment - City of Shreveport SSES & WWMP Consent Decree Negotiations BKI was hired by the City of Shreveport to assist in the negotiation of a consent decree (CD) with the EPA and DOJ to address the city’s Sanitary Sewer Overflows, as well as assist the city in implementation, monitoring, and reporting of many of the CD requirements. In conjunction with the CD, BKI is also performing an infiltration and inflow evaluation of its existing wastewater system, a Sanitary Sewer Evaluation Survey (SSES) and a wastewater master plan. The wastewater system is comprised of two collection basins from a combined total of 26 sub-basins. The system consists of approximately 1,000 miles of collection lines ranging in size from 6” to 60”, 90 miles of force main, 17,500 manholes, and 126 lift/pump stations. Additionally, there are two wastewater treatment facilities. Work includes project administration; CD negotiation assistance; population/growth/flow projections; flow and rainfall monitoring; hydraulic modeling; SSES field work and data collection; pipeline and manhole condition assessments; remedial measure plans; develop capital improvement program; management, operations & maintenance planning; organizational review, affordability analyses; Lucas WWTP process evaluation and technically based local limits study; cost of service analysis, grant funding feasibility, collection system master plan, and development of a collaborative website. BKI has also conducted field monitoring and administration of city procured contractors to conduct the actual SSES work which includes cleaning, dye flood testing, smoke testing, manhole inspection, and closed circuit TV inspection. It is estimated that the city will spend up to $25M on SSES evaluation of the collection system over the next five-eight years. Future work includes continued monitoring and support of the SSES program, computerized maintenance management system, WWTP master plan, residuals facilities management report update, reuse facilities program, water conservation program, and other miscellaneous tasks. BKI has managed eleven subconsultants to date. The estimated completion date is 2019. http://www.bkiusa.com/transportation-systems-2 daily 0.75 2015-09-01 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821238910-8UDGF82UI55P9J8X0C4I/transpo1.jpg Transportation Systems - HIGHWAYS https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439907432413-IIS4ARKV2MC80SFPOU3U/HIGHWAYS+%26+BRIDGES.jpg Transportation Systems https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439907432413-IIS4ARKV2MC80SFPOU3U/HIGHWAYS+%26+BRIDGES.jpg Transportation Systems https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821263003-SBBQ3Q57SPHYRBRE2LW1/transpo2.jpg Transportation Systems - STREETS https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821309316-N1QGZO8N4SMW7RRH6BB3/transpo5.jpg Transportation Systems - PORTS & HARBORS https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821340704-3Y3DZG4DSRVUIHYPHET5/transpo4.jpg Transportation Systems - RAILROADS https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821359968-3WPU2MBLBZB3DC9F0VUW/transpo6.jpg Transportation Systems - MASS TRANSIT https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821380527-XOWGWZXI7BK3N3YEUBBV/Transpo3.jpg Transportation Systems - BICYCLE & PEDESTRIAN https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436821433705-CVX538ZPTG5MY9NWJFKL/transpo7.jpg Transportation Systems - AIRPORTS https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441136985878-Y2YB4SEIZ17B5EXP84HA/TRAFFIC.jpg Transportation Systems - Traffic http://www.bkiusa.com/site-development-casinos daily 0.75 2016-03-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439241304361-EDAFCFAOY9QJI3LZV7EM/horseshoe+casino.jpg Casinos - Horseshoe Entertainment Casino Terminal & Site Development BKI was contracted by Horseshoe Entertainment to perform a traffic impact study for their 1,800 - patron riverboat casino to be located on the east side of the Red River in downtown Bossier City. An existing two-lane roadway provided access to the site, while also serving downtown traffic, vehicles accessing I-20 and major arterial roadways, US 80 and LA 72. Trip generation forecasts for this unique type of development indicated that the two-lane roadway would need to be expanded at its intersection with the Horseshoe site and the I-20 ramp. Designed bank stabilization, paving, grading, drainage, mooring and docking structures, and utility improvements, including waterlines, gas lines, sewer lines, sewer lift station and force main for a riverboat casino terminal. This recommendation and others covering signalization, signage and access roadway design insure the developer and Bossier City of an operation which functioned smoothly and acted as a catalyst for downtown redevelopment. The project included the preparation of construction documents for traffic signal installation on Highway 80/72 and the gaming casino entrance drive. Project Sheet PDF https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439241304361-EDAFCFAOY9QJI3LZV7EM/horseshoe+casino.jpg Casinos - Horseshoe Entertainment Casino Terminal & Site Development BKI was contracted by Horseshoe Entertainment to perform a traffic impact study for their 1,800 - patron riverboat casino to be located on the east side of the Red River in downtown Bossier City. An existing two-lane roadway provided access to the site, while also serving downtown traffic, vehicles accessing I-20 and major arterial roadways, US 80 and LA 72. Trip generation forecasts for this unique type of development indicated that the two-lane roadway would need to be expanded at its intersection with the Horseshoe site and the I-20 ramp. Designed bank stabilization, paving, grading, drainage, mooring and docking structures, and utility improvements, including waterlines, gas lines, sewer lines, sewer lift station and force main for a riverboat casino terminal. This recommendation and others covering signalization, signage and access roadway design insure the developer and Bossier City of an operation which functioned smoothly and acted as a catalyst for downtown redevelopment. The project included the preparation of construction documents for traffic signal installation on Highway 80/72 and the gaming casino entrance drive. Project Sheet PDF https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439241664733-WGNBLUVODSMPH2MMV6KD/PA220005.JPG Casinos - Boomtown Riverboat Casino Entertainment Complex BKI was retained by Boomtown Westbank Casino to provide design and construction administration services for the civil, structural, and mechanical design of a 72,000-square foot family entertainment complex. The project included paved parking for 1,100 vehicles, three traffic signals, complete site utilities, storm drainage and mooring dolphins. The entertainment center included two complete kitchens, three dining areas, a lounge with a stage and bar service, a gift shop, and a children’s game room. Structural design included the two-story building frame analysis including long-span roof trusses to provide clear space in the first and second floor dining and lounge areas and complete foundation design using a composite-pile foundation system. Mechanical design included complete HVAC design for the two-story facility, including ventilation for smoke removal in dining and lounge areas, plumbing, and kitchen ventilation systems. The approximate cost to construct the entire terminal was $35 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439241805138-WD5SZ73VGSGSSHRK1OWY/treasure+aerial.jpg Casinos - Treasure Chest Casino Terminal & Site Development BKI was contracted by Treasure Chest Casino to develop the site for their riverboat gaming operation on Lake Pontchartrain at Williams Boulevard. BKI designed concrete roadways, a parking lot, drainage, site utilities, a complete riverboat mooring system with dolphins, harbor dredging, and complete structural and mechanical design of the riverboat entertainment terminal. The terminal is a three-story, steel-frame building on a custom-made steel barge in Lake Pontchartrain that houses a floating entertainment facility with dining, lounges, lobby, sales, and back-of-house offices. The project included design plans and specifications, construction administration and resident inspection. Construction cost was approximately $6 million. http://www.bkiusa.com/land-use-planning-1 daily 0.75 2016-05-05 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433369296387-2FTVDU8MZ1O35DBZ29LB/Land+Use+1.jpg Land Use Planning - St. Bernard Land Use & Transportation Visioning Plan The St. Bernard and Plaquemines Parishes Land Use and Transportation Vision Plan was a planning effort to recommend logical and responsible redevelopment following the devastation of Hurricanes Rita and Katrina. BKI coordinated the St. Bernard Parish portion of the plan, including organizing Advisory Committee Meetings, one public input session, and several presentations to the St. Bernard Parish Planning Commission and Parish Council. Technical analyses performed by BKI included a literature review of past planning documents; an analysis of existing conditions, including a comparison of pre- and post-Katrina demographic data; and a Geographic Information Systems (GIS) investigation of post-Katrina recovery data. These analyses, public/advisory committee sessions, and best practices techniques were the primary inputs into the Conceptual Land Use Plan and the Conceptual Major Thoroughfare Plan included in the St. Bernard final report document prepared by BKI. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433369296387-2FTVDU8MZ1O35DBZ29LB/Land+Use+1.jpg Land Use Planning - St. Bernard Land Use & Transportation Visioning Plan The St. Bernard and Plaquemines Parishes Land Use and Transportation Vision Plan was a planning effort to recommend logical and responsible redevelopment following the devastation of Hurricanes Rita and Katrina. BKI coordinated the St. Bernard Parish portion of the plan, including organizing Advisory Committee Meetings, one public input session, and several presentations to the St. Bernard Parish Planning Commission and Parish Council. Technical analyses performed by BKI included a literature review of past planning documents; an analysis of existing conditions, including a comparison of pre- and post-Katrina demographic data; and a Geographic Information Systems (GIS) investigation of post-Katrina recovery data. These analyses, public/advisory committee sessions, and best practices techniques were the primary inputs into the Conceptual Land Use Plan and the Conceptual Major Thoroughfare Plan included in the St. Bernard final report document prepared by BKI. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433369296582-AYGVOBUVB83RFZLTWQFK/Land+Use+2.jpg Land Use Planning - Metairie Land Use & Transportation Plan The Metairie Central Business District (CBD), like many suburban town centers, was born of the growth and prosperity experienced during the city’s rapid urbanization in the 50s, 60s and 70s. As a result, it now suffers from many of the problems associated with improper planning and land use controls, such as inadequate infrastructure, land use conflicts, lack of available development sites, relatively high property values population decline, and employment loss. In an effort to alleviate some of these problems, BKI was selected by the New Orleans Regional Planning Commission and Jefferson Parish as the primary consultant to work with community partners to establish a comprehensive land use and transportation plan for the Metairie CBD. The intended purpose of this plan was to help establish the procedural model for land use data collection and community interaction used by the Parish in planning the future development of the City in its general, Parish-wide Comprehensive Plan process. Working with a Project Steering Committee and the public, the BKI team established a plan to foster redevelopment and reuse in the CBD, while supporting pockets of stable, dense development which provide a large number of retail and office jobs to the region. The plan, as adopted through ordinance by the Parish, encourages mixed-land use, including residential and commercial elements, and is now followed and routinely consulted as part of local decision-making. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433369299542-YXQ8ODX4AF6XKKPCUUUP/Land+Use+3.jpg Land Use Planning - City of New Orleans Unified Plan BKI was contracted to be part of the Planning Team to develop a broadly-supported recovery plan for the City of New Orleans following the disaster of Hurricane Katrina in September 2005. The plan was a blend between traditional community-based planning and strategic planning and featured a high degree of public participation and input. BKI had a lead role in setting priorities, schedules and directions for the development of the overall plan, and special involvement in the assessment of flood risk and infrastructure recovery. BKI coordinated the development of the list of recovery projects, the setting of priorities and estimating costs. The plan was delivered on schedule and was approved by the New Orleans City Planning Commission, the City Council and the Louisiana Recovery Authority (LRA). http://www.bkiusa.com/permits-compliance-1 daily 0.75 2016-05-11 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1462993964943-G1PTZ6Z3WYNKZSQ0VMSZ/AIR+Plant.jpg Permits & Compliance - American Iron Reduction Environmental Services BKI was retained by American Iron Reduction (Georgetown Steel) to prepare applications for all state and federal environmental permitting for a new direct reduction iron facility in St. James Parish, LA. BKI prepared permit applications and conducted site assessments, including a cultural resources survey, a wetlands delineation, and historical research. Because of the agricultural history of the site, the firm analyzed the soil for pesticides and herbicides, conducted studies to ensure that groundwater contamination had not taken place, and secured Louisiana Department of Environmental Quality certification and permits. BKI also provided consulting services on a variety of other permitting and environmental issues arising out of the construction, including DOTD driveway and road crossing permits, toxicity reduction, spill prevention requirements, and construction waste storage and disposal. Finally, BKI assisted AIR with a community outreach program to educate civic and business groups and obtain their cooperation with the project. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1462993964943-G1PTZ6Z3WYNKZSQ0VMSZ/AIR+Plant.jpg Permits & Compliance - American Iron Reduction Environmental Services BKI was retained by American Iron Reduction (Georgetown Steel) to prepare applications for all state and federal environmental permitting for a new direct reduction iron facility in St. James Parish, LA. BKI prepared permit applications and conducted site assessments, including a cultural resources survey, a wetlands delineation, and historical research. Because of the agricultural history of the site, the firm analyzed the soil for pesticides and herbicides, conducted studies to ensure that groundwater contamination had not taken place, and secured Louisiana Department of Environmental Quality certification and permits. BKI also provided consulting services on a variety of other permitting and environmental issues arising out of the construction, including DOTD driveway and road crossing permits, toxicity reduction, spill prevention requirements, and construction waste storage and disposal. Finally, BKI assisted AIR with a community outreach program to educate civic and business groups and obtain their cooperation with the project. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439220821506-QMK364OYKF8A0YR274QJ/Picture+096.jpg Permits & Compliance - Illinois Central Rail Marine Terminal Environmental Permits BKI was contracted to prepare a Louisiana Water Discharge Permit System (LWDPS) for storm water, industrial waste water, and sanitary wastewater discharges. The following tasks were completed to prepare this plan review proposed drawings and specs.; identify all discharge locations; calculate discharges for each location; and develop permit application. BKI’s responsibilities also included all permit application preparation, site assessments including cultural resources survey and wetlands delineation, historical research, and air and water permits for the Marine Terminal. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439221016331-ZTL3W90VROQGM0SMXQ5W/Structures1.jpg Permits & Compliance - Northrop Grumman Shipbuilding Pascagoula Westbank Expansion Permits BKI was selected by the Northrop Grumman Shipbuilding, Inc. to provide environmental permitting assistance for the expansion of their West Bank Production Facility for cruise ship fabrication. BKI conducted an environmental assessment of the 14-acre area that included a wetlands delineation, a Benthic Survey, and dredged material samplings. The firm also assessed any possible impact of the expansion on the area’s groundwater, including the possibility of saltwater intrusion. BKI staff reviewed numerous geological reports, conducted interviews with appropriate regulatory officials, and analyzed the region’s soil lithologies. BKI prepared a Stormwater Pollution Prevention Plan; a Spill Prevention Control and Counter Measure Plan; a US Army Corps of Engineers Section 404 permit application; and addendums to Mississippi Department of Environmental Quality water and hazardous waste permit applications. http://www.bkiusa.com/other-services-2 daily 0.75 2016-04-22 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560182286-FSMFB6ZWNCTNFTEUHI8Y/CONSTRUCTION+MANAGEMENT.jpg Other Services - Construction Management https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560182286-FSMFB6ZWNCTNFTEUHI8Y/CONSTRUCTION+MANAGEMENT.jpg Other Services - Construction Management https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560226034-2KNKXBEY3P4DQ8VX6W6Q/PROGRAM+MANAGEMENT.jpg Other Services - Program Management https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560252484-HE007UWJ3LRP4WMSP6MO/DAMAGE+ASSESSMENT.jpg Other Services - Damage Assessment https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560269683-4ZDIUHRI87GNTWGR2K4U/GEOGRAPHICAL+INFORMATION+SYSTEMS.jpg Other Services - Geographical Information Systems https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1460560287124-8QRM14VU51K29W7GLW3V/LAND+USE+PLANNING.jpg Other Services http://www.bkiusa.com/levees-floodwalls-floodgates-1 daily 0.75 2023-04-27 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433274867163-A1ZA2SFDO3JNPX974KSM/Flood+Control+1.jpg Levees. Floodwalls, & Floodgates - West Shore Hurricane Protection/West Shore Levees and Floodwalls Feasibility Study - St. Charles, St. John the Baptist, and St. James Parishes, LA Charles, St. John the Baptist, and St. James Parishes, LA - Burk-Kleinpeter, Inc., was selected by the Pontchartrain Levee District and U.S. Army Corps of Engineers (USACE), New Orleans District, to conduct a feasibility study. The mission of the West Shore Lake Pontchartrain Hurricane Protection Project was to provide hurricane protection to existing developments in the Montz, LaPlace, Reserve, and Garyville areas. Protection was provided from the Upper Guide Levee of the Bonnet Carré Floodway westward through the LaPlace area to the Maurepas Diversion Levee along the Hope Canal, and included protection for portions of I-10, I-55 and U.S. 51. These roadways were designated hurricane evacuation routes for this area and the New Orleans Metropolitan area. The Pontchartrain Levee District, St. Charles Parish, St. John the Baptist Parish, and the USACE analyzed a levee alignment acceptable to all parties, BKI then created a finalized feasibility study report and draft environmental impact statement which was submitted to the U.S. Army Corps of Engineers Regional and Headquarter offices for approval. The alternative alignment concept has been accepted by the Corps and has been incorporated into the feasibility study and the draft environmental impact statement with favorable benefit to cost ratios. Three alignments were fully analyzed as part of the feasibility study and the draft environmental impact statement. BKI’s assignment on the project included a technical review of the draft feasibility study, development of a third levee alignment, and the completion of portions of the feasibility study and the draft environmental impact statement. The portions of the Feasibility Study that BKI was responsible for included the alignment study, internal drainage analysis, levee design, floodwall design, floodgate design, pump station design, drainage design, MCASES MII cost estimating, and project coordination. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1433274867163-A1ZA2SFDO3JNPX974KSM/Flood+Control+1.jpg Levees. Floodwalls, & Floodgates - West Shore Hurricane Protection/West Shore Levees and Floodwalls Feasibility Study - St. Charles, St. John the Baptist, and St. James Parishes, LA Charles, St. John the Baptist, and St. James Parishes, LA - Burk-Kleinpeter, Inc., was selected by the Pontchartrain Levee District and U.S. Army Corps of Engineers (USACE), New Orleans District, to conduct a feasibility study. The mission of the West Shore Lake Pontchartrain Hurricane Protection Project was to provide hurricane protection to existing developments in the Montz, LaPlace, Reserve, and Garyville areas. Protection was provided from the Upper Guide Levee of the Bonnet Carré Floodway westward through the LaPlace area to the Maurepas Diversion Levee along the Hope Canal, and included protection for portions of I-10, I-55 and U.S. 51. These roadways were designated hurricane evacuation routes for this area and the New Orleans Metropolitan area. The Pontchartrain Levee District, St. Charles Parish, St. John the Baptist Parish, and the USACE analyzed a levee alignment acceptable to all parties, BKI then created a finalized feasibility study report and draft environmental impact statement which was submitted to the U.S. Army Corps of Engineers Regional and Headquarter offices for approval. The alternative alignment concept has been accepted by the Corps and has been incorporated into the feasibility study and the draft environmental impact statement with favorable benefit to cost ratios. Three alignments were fully analyzed as part of the feasibility study and the draft environmental impact statement. BKI’s assignment on the project included a technical review of the draft feasibility study, development of a third levee alignment, and the completion of portions of the feasibility study and the draft environmental impact statement. The portions of the Feasibility Study that BKI was responsible for included the alignment study, internal drainage analysis, levee design, floodwall design, floodgate design, pump station design, drainage design, MCASES MII cost estimating, and project coordination. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1682602186064-539F7294WH9IX0OEG9S4/Upper+Barataria.png Levees. Floodwalls, & Floodgates - Upper Barataria Risk Reduction Project - Lafourche and St. Charles Parishes, LA Burk-Kleinpeter, Inc., (BKI), performed a suite of professional services under multiple task orders, both consecutive and concurrent, for the purposes of constructing a new flood risk reduction project for the west bank of St. Charles Parish including creating all designs in accordance with HSDRRS standards. Project features include nine miles of earthen levee, access roads, and a borrow canal, detention basins, interior drainage culverts, levee ramps, a vehicular bridge, pile supported concrete T-wall frontal protection structures for three (3) existing drainage pumping stations, a 15-foot swing gate, tidal exchange structures, a marine flood control structure, and three (3) new drainage pumping stations. The discharge lines of the existing drainage pumping stations were extended through the floodwalls, and butterfly vales were placed on the lines to prevent backflow. The new Willowridge Drainage Pumping Station has a capacity of 300 cfs and a 23-acre detention pond at the station intake. The station has vertical axial/mix flow pumps driven by electric motors. The new Ellington Drainage Pumping Station has a capacity of 500 cfs. BKI designed the station, along with an automatic siphon recovery and vacuum breaking system to reduce motor horsepower and prevent backflow through the discharge pipes designed to cross over the levee, eliminating the need for discharge gates. The station is equipped with four 125 cfs vertical pumps driven by electric motors. The new Magnolia Ridge Drainage Pumping Station has a capacity of 500 cfs made up of with four (4) 125 cfs vertical pumps driven by vertical diesel engines that qualify for Tier III emission standards. All machinery in these drainage pumping stations is protected by a weatherproof superstructure designed to 150 mile per hour three second wind gusts. The new stations have catenary type trash screens and cleaners and can be operated remotely through telemetry. The new Paradis Canal Flood Control Structure consists of a 22.5-foot-high pile supported concrete T-wall with a 15.5’ by 22.5’ vertical lift gate offering small vessel vertical clearance and two (2) 10’ x 10’ sluice gates serves to prevent tidal water from flowing northward along the Paradis Canal. All designs are in accordance to the USACE’s design requirements. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1682631147888-C7X5R0X4DMMUOPMB9DW6/Harvey+Canal+TWall.png Levees. Floodwalls, & Floodgates - Harvey Canal Floodwalls, Frontal Protection, and Earthen Levees Jefferson Parish, LA Burk-Kleinpeter, Inc., (BKI), selected by the US Army Corps of Engineers - New Orleans District (USACE), to perform engineering design services, design document reports, development of plans and specifications, right-of-way drawings, quantity takeoffs, cost estimating, and engineering during advertising and construction for a new 2,775- foot-long floodwall and a 4,230-foot-long earthen levee along the Harvey Canal in Jefferson Parish. an 18-ft high T-wall on battered steel H-piles, three (3) 35-ft roller gates, one (1) 60 foot roller gate, and numerous utility relocations. A portion of the floodwall makes up a new frontal protection floodwall in front of the existing Hero Drainage Pump Station. Work on this portion of the flooodwall included extending the pump station discharge lines through the new floodwall, new pipe support bents, a new stilling basin, and new discharge bells for each of the discharge lines. A total of 10 discharge lines ranging in size from 54-inch to 160-inch had to be addressed. Butterfly valves were placed on each of the discharge lines to prevent backflow when the pumps are not running. The design included air suppression of the horizontal pumps to prevent backflow. Construction documents had to be coordinated with Jefferson Parish to minimize impacts to the pumping capacity during construction. http://www.bkiusa.com/structures-buildings-schools daily 0.75 2016-03-14 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439223568468-X0O1B17AV9DVRS1EFVD3/Aerial+for+Brochure+LVES.jpg Schools - Tuscaloosa County Board of Education Eastern Elementary School Site Development BKI was contracted to design the site for the new elementary school, which was opened in August 2008. BKI was involved in the initial site location and provided construction plans, specifications, estimates, utility design, site layout, as well as construction administration, and inspection. BKI designed water and sanitary sewer to serve the project as well as meeting future growth demands of the surrounding area. The project also involved protection of an existing wetland located on-site and all related permitting required for construction. The project designed a site plan for a 78,000 square foot building on a 36 acre site. Construction plans included a grading plan, sewer design, water system design, drainage system design and layout, permitting, and coordination with local governments. In addition, BKI provided plans for the entrance road, parking facilities, recreational facilities, and building pad final grades. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439223568468-X0O1B17AV9DVRS1EFVD3/Aerial+for+Brochure+LVES.jpg Schools - Tuscaloosa County Board of Education Eastern Elementary School Site Development BKI was contracted to design the site for the new elementary school, which was opened in August 2008. BKI was involved in the initial site location and provided construction plans, specifications, estimates, utility design, site layout, as well as construction administration, and inspection. BKI designed water and sanitary sewer to serve the project as well as meeting future growth demands of the surrounding area. The project also involved protection of an existing wetland located on-site and all related permitting required for construction. The project designed a site plan for a 78,000 square foot building on a 36 acre site. Construction plans included a grading plan, sewer design, water system design, drainage system design and layout, permitting, and coordination with local governments. In addition, BKI provided plans for the entrance road, parking facilities, recreational facilities, and building pad final grades. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1457980593495-BSHAGL9306X4S4X14WSX/image-asset.jpeg Schools - St. Tammany Parish School Board Mandeville Middle School Addition BKI was hired by St. Tammany Parish School Board to provide architectural services, schematic design, and construction administration for an addition to an existing middle school. The new 12,300 sf addition also needed to match the other existing five education wings. The wing structural system is a pre–designed, rigid frame metal building. The roof is a standing seam metal roof to match the existing school building wings. The exterior wall system is comprised of a brick veneer matching the existing school building over concrete masonry units. The interior partitions are a combination of concrete masonry units and gypsum wallboard over metal studs. The plan of the addition included classrooms, an art room, rest rooms and storage areas. Each classroom is independently air conditioned and is outfitted for computer and audio/visual enhancements for education. The addition is oriented such that it is connected to the existing building’s major corridor spine for easy accessibility to the cafeteria, gym, front office and other academic wings. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450283675068-L92WGS5SRHU0RMR7YFQE/DSCF0066.JPG Schools - Southern University at New Orleans Master Plan BKI was part of a team that was asked by Southern University of New Orleans to develop a long-range master plan for their campus. The study covered the 22-acre main campus and the newly acquired 38-acre north campus. BKI evaluated the existing facilities, determined the needs of the university, and assessed the potential for program expansion. We examined several scenarios for growth and redevelopment by analyzing long-term enrollment trends and parking demands. Multiple schematic campus layouts were presented to the student body, administration, staff, and board of directors for their comments and approval. BKI provided recommendations for long-term building plans, parking management, transit services, landscaping, architectural styles, demolitions, capital programs, costs and funding. http://www.bkiusa.com/streets-1 daily 0.75 2016-08-24 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439309136098-NJUJF8YTW0VFSRKS3541/P1080786.JPG Streets - Gentilly Minor Roads BKI was selected by the City of New Orleans, Department of Public Works, to provide the construction administration and resident inspection services for the duration of the project. During construction, BKI reviewed all submittals, pay applications, change order requests, and Contractor requests as a representative of the City. The responses were coordinated with the City and acceptable forms were forwarded along to the City for processing. Weekly progress reports were provided to the City at their request. BKI provided resident inspection services including review of the construction process against the contract documents, quantification of the bid items during the month, coordination with the Contractor on constructability and daily diaries of construction operations. Construction photographs were taken on a daily basis to capture the construction activities for the day. BKI conducted the final inspection and punchlist for the project, and provided the recommendation for the City to accept the project as complete. The total construction cost for this project was $500,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439309112244-5UR00FAEM5J3MLJCRLM1/DSCN0290.JPG Streets - New Orleans Recovery Roads Program Deslonde & Flood Streets BKI was selected by the City of New Orleans, Department of Public Works to provide construction administration and resident inspection services for the waterline repairs and roadway repairs to Flood Street, Deslonde Street and all streets in the 4800 block of streets between Jordan and Deslonde. Construction Administration services included conducting progress meetings, reviewing pay applications, changing orders, reviewing project submittals, responding to contractor RFIs, perform periodic site inspection and coordinate progress with the owner. BKI performed resident inspection services during the entire duration of construction. The resident inspection services included overseeing daily construction activities, providing daily reports of daily activities, quantifying billable items during construction on a daily basis, coordinating construction progress to Project Manager and owner’s representative, reviewing contractor’s workmanship. Following the completion of construction, BKI provided the as built drawing to the owner for the actual construction of the project. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439309136098-NJUJF8YTW0VFSRKS3541/P1080786.JPG Streets - Gentilly Minor Roads BKI was selected by the City of New Orleans, Department of Public Works, to provide the construction administration and resident inspection services for the duration of the project. During construction, BKI reviewed all submittals, pay applications, change order requests, and Contractor requests as a representative of the City. The responses were coordinated with the City and acceptable forms were forwarded along to the City for processing. Weekly progress reports were provided to the City at their request. BKI provided resident inspection services including review of the construction process against the contract documents, quantification of the bid items during the month, coordination with the Contractor on constructability and daily diaries of construction operations. Construction photographs were taken on a daily basis to capture the construction activities for the day. BKI conducted the final inspection and punchlist for the project, and provided the recommendation for the City to accept the project as complete. The total construction cost for this project was $500,000. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439309563686-HCZ8HIUHQT317K1FMC9G/Hamond+Project+Area+dark.jpg Streets - City of Hammond Major Street Plan BKI was retained to develop a major street plan for the city of Hammond, LA. This process included an analysis of existing conditions, as well as a review of future changes in land use and population. The future roadway network recommends additions to the system of arterials and collectors to accommodate the anticipated long –term demands. BKI managed data collection of roadway traffic volumes and peak-hour traffic volumes at high-demand locations. In addition, BKI collected a series of resource items for the city to use in making amendments to current policies, regulations and procedures. The general community was engaged in the process through a community open house meeting, community attitude survey on transportation issues and follow-up public hearing. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439309380021-MJJQRD92OVIRDX07EXVA/Mirabeaux_3.JPG Streets - LADOTD Submerged Street Restoration Program Management BKI was a member of the Program Management team to manage a $150 million street reconstruction Phase 1 program for storm damaged major streets in the City of New Orleans, following Hurricane Katrina. This program was funded by the FHWA and the LADOTD was the local sponsor. BKI’s role was to provide design oversight, quality control of all design plans, field investigations to identify limits of damages and construction resident inspection services. Design oversight included review of each design firms preliminary and final plans for conformance with LADOTD design criteria. Full time construction inspection services were provided by BKI’s staff of LADOTD certified asphalt pavement inspectors and support staff.   https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1471464550601-HNHN5SMXTBYCQR61Z4RU/Flood+and+Gordon+3.jpg Streets - City of New Orleans Flood & Gordon Streets Improvements BKI was contracted by the City of New Orleans to construct new concrete or asphalt pavement with new curbs (or curb and gutter), base course, geotextile and geogrid. BKI was also in charge of the installation/replacement of drain lines, water lines, and sewer lines; construction of new sidewalks, driveways and handicap ramps, and all work incidental to the project as shown on the plans or as directed by the Engineer in the field. Total construction cost for this project was $6,000,000. http://www.bkiusa.com/recreation-facilities daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441808156917-1AK2MX6SNH6XC5BPVIUU/Laketown.jpg Recreation Facilities - City of Kenner Laketown Recreation Area BKI was selected by the City of Kenner to develop a 20-acre recreation complex on reclaimed lake bottom at the Lake Pontchartrain end of Williams Blvd. The project included eight boat launch ramps, harbor and channel dredging, bulkheads, access piers, public picnic areas, access roads and parking, concession building and picnic shelters, public restrooms, potable water, sanitary sewer, street lighting, landscaping and a public fishing pier. The project developed over several years, beginning with a boat launch ramp facility and later expanded to include fishing piers and numerous public amenities for better utilization of the lakefront area for public recreation. A riverboat mooring system for a riverboat casino and entertainment complex is also located on the east side of the facility. BKI provided all site development design services under a separate agreement. The total construction cost for this project is $1.5 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441808156917-1AK2MX6SNH6XC5BPVIUU/Laketown.jpg Recreation Facilities - City of Kenner Laketown Recreation Area BKI was selected by the City of Kenner to develop a 20-acre recreation complex on reclaimed lake bottom at the Lake Pontchartrain end of Williams Blvd. The project included eight boat launch ramps, harbor and channel dredging, bulkheads, access piers, public picnic areas, access roads and parking, concession building and picnic shelters, public restrooms, potable water, sanitary sewer, street lighting, landscaping and a public fishing pier. The project developed over several years, beginning with a boat launch ramp facility and later expanded to include fishing piers and numerous public amenities for better utilization of the lakefront area for public recreation. A riverboat mooring system for a riverboat casino and entertainment complex is also located on the east side of the facility. BKI provided all site development design services under a separate agreement. The total construction cost for this project is $1.5 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441808622338-2ZDES1WALRH6WNV6S202/westwego+landing.jpg Recreation Facilities - City of Westwego Riverboat Landing Development BKI was selected by the City of Westwego, as part of an effort to revitalize “Old Westwego,” to develop a Master Plan for long-term development of a riverboat landing to anchor the historic Sala Avenue downtown. The landing serves as a transfer station for tour boats from the Audubon Zoo and the Aquarium of the Americas en route to Bayou Segnette, the Alario Center, and attractions within Old Westwego. It will also provide the residents with an opportunity to re-establish contact with the Mississippi River. The Master Plan established a new two-acre park to connect the riverboat landing to the Westwego Historic District. The plan included a promenade, a riverfront overlook, an amphitheater, public art, a restaurant, and an interpretive plaza constructed from the remains of the historic Westwego Canal Locks. BKI developed numerous design alternatives, cost estimates, and a phasing plan that included initial plans and specifications for implementation of the project. The Master Plan divided construction into five phases. BKI helped the City obtain $1 million in grant assistance for creation and implementation of the plan. Construction cost for all five phases of the Master Plan is estimated at $4.5 million. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450293661451-W6BCAE02DSKWV06GPHPF/seabrook01.jpg Recreation Facilities - Orleans Levee Board South Shore Harbor Development Plan BKI was chosen by the Orleans Levee Board to study the potential for developing a major marina facility near the Lakefront Airport on Lake Pontchartrain in eastern New Orleans. South Shore Harbor was one of the first new marina developments to be planned in the New Orleans area in over 20 years. Among the key concerns for this development was the impact of dredge and fill operations on the fragile Lake Pontchartrain environment. The study investigated demand for boat anchorage, evaluated the physical constraints of the site, studied the site’s development possibilities, analyzed financial feasibility, and assessed its environmental impact. BKI’s recommendations included the development of an 835-slip marina, harbor support facilities, boathouses, and surrounding development of commercial uses. Demand forecasts indicated that the slips and adjacent commercial uses would be absorbed over time. Therefore, the plan provided for phased development of improvements. http://www.bkiusa.com/new-gallery-1 daily 0.75 2016-04-18 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450208638057-8RAHKJY4OM0E12ZVU2TF/Leon_3.JPG Bicycle & Pedestrian - LADOTD Complete Streets Work Group & Policy BKI developed and implemented a threefold strategy to assist LADOTD with fulfillment of a request by the legislature. Complete streets are roads that are designed and operated to enable safe access for all users of the transportation system. In response to Senate Concurrent Resolution 110 of the Louisiana legislature, LADOTD formed a work group to study the creation of a complete streets policy for Louisiana that would balance access, mobility, health and safety needs of motorists, transit users, bicyclists, and pedestrians of all ages and abilities. The first part involved background research, education and capacity building of stakeholders. Representatives from LADOTD engaged in the process about what complete streets are, what a complete streets policy can do for the state, and addressed concerns and impediments to adoption. The second part of the strategy was stakeholder engagement and consensus building, including the hosting and coordination of four work group meetings. All four meetings were interactive – involving participatory exercises and facilitation of participant input. The third part of the strategy was outcome-oriented. It involved the development of the Complete Streets Policy for Louisiana, a process for adoption, and guidance on implementation actions and steps for the future. These items were compiled into a report for the Secretary of Transportation to present to the State Legislature for their consideration. The complete streets policy was signed by the secretary of the LADOTD on July 18th, 2010. It is now part of the State Highway and Bridge Project Development process. The project was awarded 2011 Innovation for Sustaining Places, Best Practices by the APA, Louisiana Chapter. In April 2011, the National Complete Streets Coalition evaluated complete streets policies from cities, counties, and states around the US. It ranked the Louisiana Complete Streets Policy as one of the top 15 in the nation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450208638057-8RAHKJY4OM0E12ZVU2TF/Leon_3.JPG Bicycle & Pedestrian - LADOTD Complete Streets Work Group & Policy BKI developed and implemented a threefold strategy to assist LADOTD with fulfillment of a request by the legislature. Complete streets are roads that are designed and operated to enable safe access for all users of the transportation system. In response to Senate Concurrent Resolution 110 of the Louisiana legislature, LADOTD formed a work group to study the creation of a complete streets policy for Louisiana that would balance access, mobility, health and safety needs of motorists, transit users, bicyclists, and pedestrians of all ages and abilities. The first part involved background research, education and capacity building of stakeholders. Representatives from LADOTD engaged in the process about what complete streets are, what a complete streets policy can do for the state, and addressed concerns and impediments to adoption. The second part of the strategy was stakeholder engagement and consensus building, including the hosting and coordination of four work group meetings. All four meetings were interactive – involving participatory exercises and facilitation of participant input. The third part of the strategy was outcome-oriented. It involved the development of the Complete Streets Policy for Louisiana, a process for adoption, and guidance on implementation actions and steps for the future. These items were compiled into a report for the Secretary of Transportation to present to the State Legislature for their consideration. The complete streets policy was signed by the secretary of the LADOTD on July 18th, 2010. It is now part of the State Highway and Bridge Project Development process. The project was awarded 2011 Innovation for Sustaining Places, Best Practices by the APA, Louisiana Chapter. In April 2011, the National Complete Streets Coalition evaluated complete streets policies from cities, counties, and states around the US. It ranked the Louisiana Complete Streets Policy as one of the top 15 in the nation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439320534952-I06SB4IIBDWQ9KETH1RZ/bikepa_1.jpg Bicycle & Pedestrian - Jefferson Parish Lakefront Linear Park Master Plan BKI was selected by Jefferson Parish to develop a master plan for a continuous 10-mile bikeway and trail system along the southern shoreline of Lake Pontchartrain. Special challenges of this project included reducing maintenance costs, improving cyclist and pedestrian safety, and dealing with flood hazard conditions in the vulnerable shoreline area. Working with a multi-jurisdictional task force, BKI created a plan that provided widened and safer path sections, separate biking and pedestrian traffic where possible, and raised path elevations to reduce the amount of maintenance and clean-up required following major storms. The plan featured 10’ bikeways and 6’ pedestrian paths, bridges at the mouth of a drainage canal, neighborhood parks and access routes at key nodes, improved directional and safety signage, and an overall landscape design along the path to transform the area into a true park environment. Other features included shoreline reconstruction and the provision of benches, shelters, and tables. The total estimated cost of all master plan improvements was $13.5 million. The plan was implemented in phases. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450305080689-AQ9XR1DD45X34V82WF5O/bike+repaved.jpg Bicycle & Pedestrian - City of Kenner Linear Park Bicycle & Pedestrian Path BKI was selected by the City of Kenner to design a one-mile path to the Williams Boulevard recreational area from adjacent neighborhoods and parks. The design of the bicycle and pedestrian pathway used concepts outlined in the Jefferson Lakefront Linear Park Master Plan. The drawings included recommendations for the siting of elements that could be constructed later, including landscaping and neighborhood recreation areas with shelters, play areas, and benches. BKI also prepared cost estimates for bidding and funding purposes. BKI sited and aligned the path between the Williams Boulevard Recreational Area and the Metairie/Kenner city line using AASHTO guidelines. The path was relocated above Lake Pontchartrain’s highest annual tides and typical flood elevations. BKI coordinated the design and construction process with several agencies, including Jefferson Parish, Louisiana Department of Transportation & Development and the City of Kenner. BKI was also involved with the coordination and application process for TEA-21 Enhancement Funds. http://www.bkiusa.com/industrial-port-shipyards-1 daily 0.75 2019-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449505956338-R9FVP6NF1UKPYQ7QS2KD/image-asset.jpeg Industrial, Port, & Shipyard Sites - St. Bernard Port, Harbor & Terminal District Boasso Intermodal Facilities BKI was selected by the St. Bernard Port, Harbor & Terminal District to design the site clearing and restoration of a section of the Chalmette Terminal for reuse by Boasso International for use as an industrial tank maintenance facility. The site was utilized as a marshalling yard for trucks delivering and picking up refurbished transport tanks after they have been cleaned, inspected and repaired by the operator. The firm designed and managed the disposal services, demolition of portions of existing pot lines and related structures (excluding four framed buildings), utilities, drainage improvements, site paving and filling pot lines with granular materials and compacted Class I Base Course (12” thick) and concrete floor with reinforcement for four buildings earmarked to remain and courtyards in between. BKI also provided preliminary and final plans, specifications and cost estimates as well as construction administration services for the complete restoration of this industrial site to serve the needs of the new tenant. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449505956338-R9FVP6NF1UKPYQ7QS2KD/image-asset.jpeg Industrial, Port, & Shipyard Sites - St. Bernard Port, Harbor & Terminal District Boasso Intermodal Facilities BKI was selected by the St. Bernard Port, Harbor & Terminal District to design the site clearing and restoration of a section of the Chalmette Terminal for reuse by Boasso International for use as an industrial tank maintenance facility. The site was utilized as a marshalling yard for trucks delivering and picking up refurbished transport tanks after they have been cleaned, inspected and repaired by the operator. The firm designed and managed the disposal services, demolition of portions of existing pot lines and related structures (excluding four framed buildings), utilities, drainage improvements, site paving and filling pot lines with granular materials and compacted Class I Base Course (12” thick) and concrete floor with reinforcement for four buildings earmarked to remain and courtyards in between. BKI also provided preliminary and final plans, specifications and cost estimates as well as construction administration services for the complete restoration of this industrial site to serve the needs of the new tenant. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450304134699-NL6XMGJSALMYQ9UTTWQK/Port+Developement+Arabi.jpg Industrial, Port, & Shipyard Sites - Northrop Grumman Shipbuilding Plant Expansion & Improvements Master Plan BKI was selected by Northrop Grumman Shipbuilding, Inc. to provide a master plan, construction plans and specifications, construction administration and resident inspection for expansion of their Westbank production facility for the cruise ship fabrication platform. The project included the 150,000 SF Covered Slab Area (CSA) II Building with 200-ton & 150-ton cranes, the 116,000 SF Blast/Paint Hall, the Panel Shop with a 100-ton crane, and the 250,000 SF CSA Outfitting Building with a 30-ton crane. The project also included new sheetpile bulkheads, relocation of the existing carpentry building, new gantry crane rails for production crews, a new ramp for launching the offshore platforms after landside assembly is complete, and dredge and fill to create approximately 14 acres of new land surface and to improve approximately 13 acres of existing land. The project also included dredging a new dry dock pit. BKI assisted with preparing the mitigation and environmental permits necessary to secure construction permits from state regulatory agencies and the US Army Corps of Engineers for the shipyard expansion, including conducting an environmental assessment and a wetlands delineation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1431976269291-DANFNA456VWILW6ZD1OQ/image-asset.jpeg Industrial, Port, & Shipyard Sites - St. Bernard Port, Harbor & Terminal District Arabi Termina Dock No. 1 Rehabilitation BKI was selected by the St. Bernard Port, Harbor & Terminal District to provide design and construction management services to replace the existing Dock No. 1 structure at the Arabi Terminal. The project included the rehabilitation of a 90-year-old dock apron and warehouse, increasing the slab live load capacity of the dock to the modern port requirement and providing new warehouse facilities. The project consisted of the demolition and construction of a new 800’L x 100’ W dock. The dock structure was designed for a combination slab live load of 1,000 PSF and 26 kip wheel load. BKI provided the design for a new 26,027 SF warehouse located on the dock apron setback 60 feet from the dock edge to allow the for material handling operations. The warehouse was designed for 140 MPH (three second gust) wind load and included an adjacent rail siding for loading/unloading general cargo into rail cars. BKI also provided the design for the fire sprinkler system in the 26,027 SF warehouse. A rail mounted crane along the slip face was also included in the design of the project. The crane was used to load and unload the material from the docked vessels. BKI provided construction administration services including submittal and shop drawing review, pay application review and processing, site inspection, as built services and close out of the project using LADOTD capital project requirements. BKI also provided all the necessary permits for construction of the project from the Corps of Engineers, Levee Board and other regulatory agencies. http://www.bkiusa.com/site-development-schools daily 0.75 2015-12-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439218486274-EGLX0LX9VMBNSQSTFLXR/Google+Aerial.jpg Schools - St. Tammany Parish School Board Mandeville Middle School Addition BKI was hired by St. Tammany Parish School Board to provide architectural services, schematic design, and construction administration for an addition to an existing middle school. The new 12,300 sf addition also needed to match the other existing five education wings. The wing structural system is a pre–designed, rigid frame metal building. The roof is a standing seam metal roof to match the existing school building wings. The exterior wall system is comprised of a brick veneer matching the existing school building over concrete masonry units. The interior partitions are a combination of concrete masonry units and gypsum wallboard over metal studs. The plan of the addition included classrooms, an art room, rest rooms and storage areas. Each classroom is independently air conditioned and is outfitted for computer and audio/visual enhancements for education. The addition is oriented such that it is connected to the existing building’s major corridor spine for easy accessibility to the cafeteria, gym, front office and other academic wings. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439218486274-EGLX0LX9VMBNSQSTFLXR/Google+Aerial.jpg Schools - St. Tammany Parish School Board Mandeville Middle School Addition BKI was hired by St. Tammany Parish School Board to provide architectural services, schematic design, and construction administration for an addition to an existing middle school. The new 12,300 sf addition also needed to match the other existing five education wings. The wing structural system is a pre–designed, rigid frame metal building. The roof is a standing seam metal roof to match the existing school building wings. The exterior wall system is comprised of a brick veneer matching the existing school building over concrete masonry units. The interior partitions are a combination of concrete masonry units and gypsum wallboard over metal studs. The plan of the addition included classrooms, an art room, rest rooms and storage areas. Each classroom is independently air conditioned and is outfitted for computer and audio/visual enhancements for education. The addition is oriented such that it is connected to the existing building’s major corridor spine for easy accessibility to the cafeteria, gym, front office and other academic wings. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450283866052-4M3BV779WL06JRJDEPRK/Gauthier03.jpg Schools - Delgado Community College Building 11 Improvements BKI provided design and construction administration services for modifications to plumbing and mechanical systems for a multi-purpose building that provides facilities for the culinary arts and physical fitness programs at Delgado Community College. The hot water generating equipment was expanded with the addition of a 700,000 BTU generating unit and mixing valves to modulate water supply temperatures. This unit provides high temperature water supply to the culinary arts dishwasher equipment and an additional supply of moderate temperature water to kitchen, showers and lavatory facilities. The deteriorated under-slab sanitary sewage collection system was partially replaced and the main sanitary collection line was fully replaced. In addition, an existing under-capacity grease trap located below the slab was abandoned and replaced with an exterior 150-pound unit. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439240395211-9TJY0UWDRNQ597G8VV00/SebRoy03.jpg Schools - St. Bernard Parish School Board Sebastien Roy Elementary School Renovations BKI was selected by the St. Bernard Parish School Board to provide complete architectural services for the Sebastien Roy Elementary School. The project included schematic design, design development, contract documents and construction administration services. BKI designed renovations and modifications to the existing school to convert the middle school to an elementary school. Existing open-classroom designs were converted to traditional classroom designs. BKI also designed upgrades to the HVAC and electrical system as a part of the renovation project. The project included extensive study and implementation of corrective waterproofing techniques for the existing masonry and concrete structures. Construction cost was approximately $1.3 million. http://www.bkiusa.com/electrical-systems-2 daily 0.75 2015-08-07 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438965091326-1UWDUZW6L38DUYEPEMVO/FIRE+ALARM+SYSTEMS.jpg Electrical Systems - Lighting & Power Dsitribution https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438965091326-1UWDUZW6L38DUYEPEMVO/FIRE+ALARM+SYSTEMS.jpg Electrical Systems - Lighting & Power Dsitribution https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438965019530-UGGERBIHAL76SX6G2B00/EMERGENCY+POWER+DISTRIBUTION.jpg Electrical Systems - Emergency Power Distribution https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438965032136-2DJIUV3PG67EQ80OP0XU/FIRE+ALARM+SYSTEMS.jpg Electrical Systems - Fire Alarm Systems https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438965040967-UZSN8CQ9OJXGBW0XG88O/PUBLIC+%26+COMMERCIAL+BUILDINGS.jpg Electrical Systems - Site Exterior & Roadway Lighting http://www.bkiusa.com/traffic-1 daily 0.75 2015-12-18 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450452070466-J7L1I34Z4RKL69I9HRN7/Picture+054.jpg Traffic - ALDOT Highway 69 Traffic Study BKI was tasked with identifying a series of improvements to aid mobility and traffic flow along a 14.7 mile section of Alabama Highway 69 between I-20/59 and the Hale County Line. Over time, traffic conditions on the AL 69 corridor transitioned from a condition of free-flow and unencumbered operations to periods of extensive congestion combined with slow-moving traffic blocking direct property access. Measures employed by ALDOT to address the issues have seen some benefits applied in the vicinity of individual intersections, but this study was the first to look at the corridor in its entirety. This corridor passes through one of the county’s prime growth areas. Agricultural land along the corridor has transitioned into a collection of residential communities and commercial properties, increasing the number of residents in this portion of the county. Increased population has brought demand for churches, schools, and major recreation facilities. The lack of a fully-developed roadway network in the area required both local and through traffic use the AL 69 corridor. As a result, the corridor transitioned into a primary roadway supporting some of the highest traffic volumes in Tuscaloosa County. Meetings with local residents, as well as key stakeholders in the business community documented issues and areas of concern for the corridor. The traffic study utilized this information, as well as an extensive review of existing conditions to propose the following general recommendations: • An upgrade to the existing AL 69 corridor, including limited capacity improvements at intersections combined with a series of specific intersection and access management recommendations within the corridor south of Kauloosa Avenue to Maxwell Loop Road; • A review of potential off-corridor improvements to complete the primary roadway network in order to improve access and circulation within a broad area extending east and west from AL 69 between 1-20/I-59 and US 82. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1450452070466-J7L1I34Z4RKL69I9HRN7/Picture+054.jpg Traffic - ALDOT Highway 69 Traffic Study BKI was tasked with identifying a series of improvements to aid mobility and traffic flow along a 14.7 mile section of Alabama Highway 69 between I-20/59 and the Hale County Line. Over time, traffic conditions on the AL 69 corridor transitioned from a condition of free-flow and unencumbered operations to periods of extensive congestion combined with slow-moving traffic blocking direct property access. Measures employed by ALDOT to address the issues have seen some benefits applied in the vicinity of individual intersections, but this study was the first to look at the corridor in its entirety. This corridor passes through one of the county’s prime growth areas. Agricultural land along the corridor has transitioned into a collection of residential communities and commercial properties, increasing the number of residents in this portion of the county. Increased population has brought demand for churches, schools, and major recreation facilities. The lack of a fully-developed roadway network in the area required both local and through traffic use the AL 69 corridor. As a result, the corridor transitioned into a primary roadway supporting some of the highest traffic volumes in Tuscaloosa County. Meetings with local residents, as well as key stakeholders in the business community documented issues and areas of concern for the corridor. The traffic study utilized this information, as well as an extensive review of existing conditions to propose the following general recommendations: • An upgrade to the existing AL 69 corridor, including limited capacity improvements at intersections combined with a series of specific intersection and access management recommendations within the corridor south of Kauloosa Avenue to Maxwell Loop Road; • A review of potential off-corridor improvements to complete the primary roadway network in order to improve access and circulation within a broad area extending east and west from AL 69 between 1-20/I-59 and US 82. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449095062747-H3C35SBQBY4SYDM13L81/MetairieCBD.jpg Traffic - Regional Planning Commission Westbank Major Thoroughfare Plan BKI was selected by the Regional Planning Commission to lead a team in evaluating potential improvements to enhance mobility in a four-parish area of metropolitan New Orleans. Since this area’s last major street plan was completed in the early 1980s, economic and population shifts had changed priorities for roadway construction and improvements. In order to forecast changes in the area’s mobility for the next 20 years, the BKI team examined existing land use, population centers, and the major thoroughfare system. The team conducted traffic flow analyses using the regional transportation model and the Highway Capacity Manual Methodology. BKI also gathered public input and reviewed development and population changes before considering over 50 projects, including new roads and improvements to major intersections. The eleven projects most likely to meet the RPC’s goals for increasing mobility were then fully developed for cost, availability of funding, and improvement of traffic flow. The area’s marshy topography limited opportunities for investment in major new facilities. The BKI team identified regional priorities for transportation and construction which are now part of the Metropolitan Planning Organization Transportation Improvement Plan. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1443035801018-CCQUR5A0FO3UDOJXIRVW/Picture+043.jpg Traffic - Louisiana Superdome Commission Traffic Impact Study BKI was retained by the Louisiana Superdome Commission to examine parking and traffic issues arising from the construction of the new 20,000-seat multi-use New Orleans Arena adjacent to the existing Superdome in downtown New Orleans. BKI identified existing and proposed parking facilities within a ½-mile radius of the proposed facility to determine whether there were sufficient spaces to meet the demand from concurrent events at the Arena and the Superdome. BKI also analyzed the pedestrian and vehicular access, signage, signalization, and police control locations. Based on this analysis, BKI produced site plans with proposed circulation adjustments to maximize driveway access during the high demand periods before and after events. Project recommendations were ultimately approved by the New Orleans City Planning Commission and the City Council. http://www.bkiusa.com/construction-management-1 daily 0.75 2016-03-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438871877408-V3MPNYW5LDNOUUXXJ9QR/image-asset.jpeg Construction Management - New Orleans Airport Runway Construction Management BKI was selected by the New Orleans Aviation Board to provide resident inspection services for the drainage improvements for the Runway 10/28 reconstruction project at Louis Armstrong International Airport. Work included inspections of the new replacement concrete box culverts in Canal No. 17 where it crosses Runway 10/28 and numerous storm drain inlets and new subsurface drain culverts adjacent to the runway improvements. This inspection service was part of the overall inspection team assigned to the total reconstruction of the east/west runway at the New Orleans International Airport. The project was completed on schedule and the entire construction management team received a letter of appreciation from the New Orleans International Airport Director of Aviation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438871877408-V3MPNYW5LDNOUUXXJ9QR/image-asset.jpeg Construction Management - New Orleans Airport Runway Construction Management BKI was selected by the New Orleans Aviation Board to provide resident inspection services for the drainage improvements for the Runway 10/28 reconstruction project at Louis Armstrong International Airport. Work included inspections of the new replacement concrete box culverts in Canal No. 17 where it crosses Runway 10/28 and numerous storm drain inlets and new subsurface drain culverts adjacent to the runway improvements. This inspection service was part of the overall inspection team assigned to the total reconstruction of the east/west runway at the New Orleans International Airport. The project was completed on schedule and the entire construction management team received a letter of appreciation from the New Orleans International Airport Director of Aviation. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1438872285110-3933ZJMR9ZAWH3FQ5CDP/construction+management+Shreveport+Stadium+large.jpg Construction Management - Shreveport Independence Stadium Construction Management BKI was selected by the City of Shreveport to provide construction administration and construction management services for the renovation of the Independence Bowl Stadium in Shreveport, Louisiana. The $30 million renovation project consisted of updating restroom and concession areas; demolishing an existing locker room and replacing it with a new, modern facility; installing a new synthetic turf on the field; improving parking and adding 12,000 new seats and sky boxes to the south end zone area. BKI monitored and reviewed the work of the multiple prime contractors responsible for the renovations. The firm provided all of the necessary construction management and administration services to insure successful completion of the project, including the review and clarification of shop drawings, tracking the project schedule and eliminating conflicts between contractors, review of the budget and monthly pay estimates, review of all change orders, and coordination with design architect and testing laboratory. BKI also provided full time resident inspection services. https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1449507075686-EOB8IGT5YHGZ233ARTZI/construction+management+Recovery+Road+Improvementjpg.jpg Construction Management - Jefferson Parish East Bank Wastewater Treatment Plant Construction Management BKI was contracted by the Jefferson Parish Department of Public Works to manage the construction of a new facility to consolidate all wastewater treatment on the east bank of Jefferson Parish. The project was constructed by four separate general contractors, each working on a different area of the plant site. BKI coordinated the work of the four contractors and provided general construction management. BKI reviewed all shop drawings, clarifications and design changes; approved monthly contractors’ invoices; maintained a CPM construction schedule; prepared contract change orders; and provided full-time resident inspection, material testing, and construction close-out. As part of construction close-out, BKI provided complete piping and instrumentation diagrams of the plant. The construction cost for the entire project was approximately $60 million. http://www.bkiusa.com/structures-buildings-2 daily 0.75 2015-07-15 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978080396-7ABGSOMK4C14IQC56IGA/INDUSTRIAL+WAREHOUSING+%26+ENCLOSURES.jpg Structures & Buildings - Industrial Warehousing & Enclosures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978080396-7ABGSOMK4C14IQC56IGA/INDUSTRIAL+WAREHOUSING+%26+ENCLOSURES.jpg Structures & Buildings - Industrial Warehousing & Enclosures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978080368-OE8UROZMUU0PWS9XL9VM/WHARVES+%26+DOCKS.jpg Structures & Buildings - Wharves & Docks https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978081912-UCYE8V23RHHNOZH7Y23T/PUBLIC+%26+COMMERCIAL+BUILDINGS.jpg Structures & Buildings - Public & Commercial Buildings https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978079812-90XLAYPTQQFW074ZOMI2/SCHOOLS.jpg Structures & Buildings - Schools http://www.bkiusa.com/ports-harbors daily 0.75 2023-05-01 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439925875356-N2IL40RN5C147U6SHKCZ/image-asset.png Ports & Harbors https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1439925865438-U5XM1LUUAOMSP7G63NJ7/image-asset.png Ports & Harbors http://www.bkiusa.com/structures-buildings daily 0.75 2023-05-01 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978080396-7ABGSOMK4C14IQC56IGA/INDUSTRIAL+WAREHOUSING+%26+ENCLOSURES.jpg STRUCTURES & BUILDINGS - Industrial Warehousing & Enclosures https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978080368-OE8UROZMUU0PWS9XL9VM/WHARVES+%26+DOCKS.jpg STRUCTURES & BUILDINGS - Wharves & Docks https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978081912-UCYE8V23RHHNOZH7Y23T/PUBLIC+%26+COMMERCIAL+BUILDINGS.jpg STRUCTURES & BUILDINGS - Public & Commercial Buildings https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1436978079812-90XLAYPTQQFW074ZOMI2/SCHOOLS.jpg STRUCTURES & BUILDINGS - Schools http://www.bkiusa.com/site-exterior-roadways-lighting daily 0.75 2016-05-11 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1457973454179-HBDGSG1SW6HAOUM0WC91/image-asset.png Site Exterior & Roadways Lighting https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1441806877188-MCFC3OM17ADGVK9TVMWC/image-asset.png Site Exterior & Roadways Lighting http://www.bkiusa.com/careers daily 0.75 2025-10-29 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1457648630983-FRRY991FRWT2IF4AA43C/Career+4+.jpg CAREERS 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daily 0.75 2016-08-16 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1457978987555-3LZ2GUT9J01AMU1L4CTB/image-asset.jpeg site-exterior-roadway-lighting-planning http://www.bkiusa.com/leadership3 daily 0.75 2024-09-24 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/42cf1fc8-391b-4965-b59e-71155b61d245/Chopin2.jpg leadership2 - Make it stand out Michael D. CHOPIN, pe PRESIDENT and Ceo https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1547668487392-M4H0BQ1LN45VZEINV6YT/Henry+Picard%2C+Burk-Kleinpeter.jpg leadership2 HENRY M. PICARD, III, PE, PLS SENIOR VICE PRESIDENT https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1547668368527-BPQCA67HDKBIVVDMJMHX/Rene+Chopin%2C+Burk-Kleinpeter.jpg leadership2 RENÉ a. CHOPIN, iii, pe SENIOR VICE PRESIDENT, CHIEF ENGINEER https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/367bd8ba-e16a-450c-b4a0-999fb7b0e6de/DAVID+BOYD%2C+BURK-KLEINPETER leadership2 DAVID E. BOYD, PE VICE PRESIDENT, CIVIL ENGINEERING http://www.bkiusa.com/ocean-springs-1 daily 0.75 2021-04-26 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1585410419478-4NZRKGFIWTYNPQZY5BVN/Rene%2BChopin%252C%2BBurk-Kleinpeter.jpg Copy of OCEAN SPRINGS rené a. chopin, iii, pe, secb SENIOR VICE PRESIDENT http://www.bkiusa.com/kenner-1 daily 0.75 2024-03-11 http://www.bkiusa.com/board-1 daily 0.75 2020-02-12 https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1581541413927-1D3V53Y38O2AN5X06I0A/Badon2.jpg BOARD (small pics) Bruce L. Badon, AICP Executive Vice President https://images.squarespace-cdn.com/content/v1/5548be29e4b0b0a763cfc660/1581541277642-Z0Q9MK25R6EKQIR2SHS2/Burk2.jpg BOARD (small pics) William R. 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