Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'BLIND CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'Earman River (C-17) ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River West Relief' (1) ·
'L.W.D.D. #10 ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007:
Number 008:
700076 (1) ·
700080 (1) ·
700082 (1) ·
700116 (1) ·
700142 (1) ·
700148 (1) ·
885604 (1) ·
894000 (1) ·
930003 (1) ·
930006 (1) ·
935202 (1) ·
935203 (1) ·
935209 (1) ·
937201 (1) ·
940004 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1Mi W of US-1 ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - US-1 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 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) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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