Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Cow Creek Road ' (1) ·
'Emerson Drive ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hunting Camp Road ' (1) ·
'Jupiter Blvd. ' (1) ·
'LPGA Blvd ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Richland Ave ' (1) ·
'Samsula Drive ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Williams Road ' (1)
Number 008:
704013 (1) ·
704154 (1) ·
705603 (1) ·
705906 (1) ·
705909 (1) ·
794008 (1) ·
794016 (1) ·
794038 (1) ·
794063 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
796500 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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 (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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