Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
12119 (1) ·
12122 (1) ·
12146 (1) ·
12147 (1) ·
12148 (1) ·
12149 (1) ·
12150 (1) ·
12151 (1) ·
12152 (1) ·
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12154 (1) ·
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15133 (1) ·
15193 (1) ·
15607 (1) ·
15629 (1) ·
15860 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'COLLIER CREEK ' (1) ·
'CR-3 ' (1) ·
'F.E.C. Railroad ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Main Canal ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-404 ' (1) ·
'St. Johns River ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SW 15TH AVE ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB Spanish River ' (1)
Number 008:
700013 (1) ·
700017 (1) ·
700074 (1) ·
700075 (1) ·
700076 (1) ·
700077 (1) ·
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700148 (1) ·
704150 (1) ·
704151 (1) ·
880030 (1) ·
885605 (1) ·
930154 (1) ·
930226 (1) ·
934461 (1)
Location 009:
'0.2MI W OF I-95 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 EB - SR-401 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26231074 (1) ·
26231130 (1) ·
26305150 (1) ·
27381900 (1) ·
27475995 (1) ·
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28241933 (1) ·
28241991 (1) ·
28323696 (1) ·
28323763 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80044272 (1) ·
80255800 (1) ·
80293742 (1) ·
80353497 (1) ·
80353508 (1) ·
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80383763 (1) ·
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80390039 (1) ·
80390071 (1) ·
80392343 (1) ·
80392362 (1) ·
80394197 (1) ·
80394266 (1) ·
80422081 (1) ·
80555809 (1) ·
80555859 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
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 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 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 29 results in range #1 to #29.
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