Info:NASA Causeway Indian River

NASA Causeway Indian River
Three mile long NASA Causeway connects SR405 in Titusville with Kennedy Space Center's NASA Parkway in Merritt Island, Florida. The causeway's 2,990ft bridge across the Indian River spans the Intracoastal Waterway (ICW) channel with a 142ft divided, four-lane, double-leaf bascule drawbridge.
Waterway: North Indian River				Road: SR405
City: Titusville			County: Brevard
Type: Bascule Drawbridge			Builder:McCormick and Sons
DOT: 703001		L: 2993'		Built: 1964
Location: 28.5284,-80.76561

1964 NASA Parkway Causeway

SR405 NASA Causeway 1964

Built in 1964, the NASA Causeway Bridge across the Indian River has

• reinforced concrete approaches
• aluminum handrails
• double-leaf bascule span
• and an estimated 12,940 feet of earthen berm causeway.

NASA Causeway's concrete bridge approaches are 1,460 x 28 feet long and the draw span is 142.75 x 28 feet.

The drawbridge provides an estimated 105ft of clearance to vessels in the ICW Channel when the span is opened.

The bridge has a three-story concrete control house that is 14.33 x 12.75 feet. The control house is capped by a metal and glass control room with a flat roof and walls that flare out from bottom to top.

Flow Factor

Our "Flow Factor" variable is a highly unscientific estimate of water flow constriction using Google Map Measurements.

Bridge Length / Lagoon Width = Flow Factor

2,900ft Bridge Length / 15,840ft Lagoon Width = 18.3%

NASA Causeway Flow Factor = 18.3% water constriction.

NASA Causeway impedes the Indian River's water flow for an estimated 12,940ft (2.45 miles) or 81.7% of the lagoon's three mile width.

Bridge Length

Lagoon Width

National Bridge Inventory Data

NASA Parkway Causeway (SR405) spans the Indian River with two draw span bridges, NBI #703001 & 703002.

Number	Road	Structure	Location	Water
703001	SR405	Main Span Westbound	Titusville	Indian River
National Bridge Data Number 703001 Route SR405 Place Titusville County Brevard Features INDIAN RIVER Facility NASA CAUSEWAY WB Location KENNEDY SPACE CENTER Latitude 28313884 Longitude 80454983 Service On Roadway Highway Service Under Roadway Waterway Owner NASA Built 1964 Rebuilt Lanes 2 Lane Direction 2 way Direction Westbound Traffic 6700 Traffic Year 2016 Future Traffic Future Traffic Year Length 912m Width 10m Clearance Kind Steel Type Movable - Bascule Deck Type Concrete Cast-in-Place Critical Inspection Date (mm-yy) 08-17 Deck Satisfactory Superstructure Fair Substructure Fair Channel Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. Culvert Scour Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures

Number	Road	Structure	Location	Water
703002	SR405	Main Span Eastbound	Titusville	Indian River
National Bridge Data Number 703002 Route SR405 Place Titusville County Brevard Features INDIAN RIVER Facility NASA CAUSEWAY EB Location KENNEDY SPACE CENTER Latitude 28313826 Longitude 80454983 Service On Roadway Highway Service Under Roadway Waterway Owner NASA Built 1964 Rebuilt Lanes 2 Lane Direction 2 way Direction Westbound Traffic 6500 Traffic Year 2016 Future Traffic Future Traffic Year Length 912m Width 10m Clearance Kind Steel Type Movable - Bascule Deck Type Concrete Cast-in-Place Critical Inspection Date (mm-yy) 08-17 Deck Satisfactory Superstructure Fair Substructure Fair Channel Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. Culvert Scour Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures