Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway 
& Substructure 060:
Satisfactory
& Direction 102:
1 - way
& Substructure 060:
Satisfactory
& Direction 102:
1 - way Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'C-18 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Indian River West Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'Long Creek ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'North Lake ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'CAMINO GARDENS EB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR-710 ' (1) ·
'EB St. Lucie Blvd.' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR-710 ' (1)
Number 008:
700076 (1) ·
700081 (1) ·
700084 (1) ·
700142 (1) ·
700147 (1) ·
700150 (1) ·
700174 (1) ·
700181 (1) ·
790021 (1) ·
790027 (1) ·
790077 (1) ·
790078 (1) ·
790097 (1) ·
890066 (1) ·
930106 (1) ·
930120 (1) ·
930195 (1) ·
930349 (1) ·
930362 (1) ·
934931 (1) ·
935209 (1) ·
940139 (1) ·
940145 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. West of US-1 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26202775 (1) ·
26290169 (1) ·
26482851 (1) ·
26504000 (1) ·
26504098 (1) ·
26521995 (1) ·
26522014 (1) ·
27070362 (1) ·
27161803 (1) ·
27161886 (1) ·
28050237 (1) ·
28050339 (1) ·
28121937 (1) ·
28122002 (1) ·
28123691 (1) ·
28123758 (1) ·
28270988 (1) ·
28271054 (1) ·
29095064 (1) ·
29095111 (1) ·
29151780 (1) ·
29154558 (1) ·
29154580 (1)
Longitude 017:
80035722 (1) ·
80040089 (1) ·
80040100 (1) ·
80052387 (1) ·
80054881 (1) ·
80144324 (1) ·
80144509 (1) ·
80162980 (1) ·
80191739 (1) ·
80193090 (1) ·
80352939 (1) ·
80352988 (1) ·
80374128 (1) ·
80374130 (1) ·
80392343 (1) ·
80392362 (1) ·
80534962 (1) ·
80534993 (1) ·
81052615 (1) ·
81052672 (1) ·
81070414 (1) ·
81070520 (1) ·
81072482 (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:
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 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) ·
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: (Click arrow to add another value)
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 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) ·
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 23 results in range #1 to #23.
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