Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Goat Creek ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'Lake Worth Relief ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'Relief E.of North Bridge' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'St Johns River Relief ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
Banana River Relief (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'Blue Heron Blvd ' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-528 ' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR-A1A ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 NB ' (1) ·
'US-192 WB ' (1) ·
'Volco Road ' (1) ·
SR-520 (1) ·
US-192 EB (1)
Number 008:
700023 (1) ·
700027 (1) ·
700080 (1) ·
700114 (1) ·
700146 (1) ·
700192 (1) ·
700205 (1) ·
700208 (1) ·
700213 (1) ·
790198 (1) ·
794131 (1) ·
794133 (1) ·
880052 (1) ·
880060 (1) ·
880068 (1) ·
890138 (1) ·
890146 (1) ·
930545 (1) ·
934518 (1) ·
937005 (1) ·
940046 (1) ·
940082 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Banana River (1) ·
US-192 EB-St Johns Relief (1)
Latitude 016:
26320076 (1) ·
26470126 (1) ·
26501040 (1) ·
27150311 (1) ·
27151700 (1) ·
27154501 (1) ·
27284570 (1) ·
27385917 (1) ·
27385953 (1) ·
27451178 (1) ·
27580636 (1) ·
28052963 (1) ·
28053027 (1) ·
28123224 (1) ·
28123289 (1) ·
28212680 (1) ·
28212829 (1) ·
28241822 (1) ·
28241880 (1) ·
28485599 (1) ·
28543436 (1) ·
28544228 (1)
Longitude 017:
80022352 (1) ·
80071574 (1) ·
80124800 (1) ·
80133779 (1) ·
80184630 (1) ·
80210806 (1) ·
80254429 (1) ·
80293882 (1) ·
80323926 (1) ·
80365438 (1) ·
80380201 (1) ·
80380233 (1) ·
80393043 (1) ·
80393049 (1) ·
80393654 (1) ·
80454965 (1) ·
80454978 (1) ·
80513039 (1) ·
80513106 (1) ·
80543046 (1) ·
80544759 (1) ·
81112589 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 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)
Culvert 062:
Inspect Date 090:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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:
Clearance 116:
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