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:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'MANATEE POCKET ' (1) ·
'NORTH CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'Bay Drive ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'EB SR 70 ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB SR-615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1)
Number 008:
700013 (1) ·
700076 (1) ·
700078 (1) ·
700107 (1) ·
700142 (1) ·
700144 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
880047 (1) ·
884058 (1) ·
884060 (1) ·
885811 (1) ·
890101 (1) ·
930407 (1) ·
930408 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. west of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26410616 (1) ·
26410722 (1) ·
27084791 (1) ·
27220381 (1) ·
27222310 (1) ·
27233900 (1) ·
27280680 (1) ·
27280700 (1) ·
27283673 (1) ·
27382938 (1) ·
27392294 (1) ·
27392357 (1) ·
27445662 (1) ·
28121937 (1) ·
28122002 (1) ·
28122580 (1) ·
28122646 (1) ·
28323696 (1) ·
28323763 (1) ·
29050202 (1) ·
29050250 (1) ·
29051082 (1) ·
29051110 (1) ·
29051903 (1) ·
29051931 (1)
Longitude 017:
80112778 (1) ·
80205810 (1) ·
80205900 (1) ·
80214090 (1) ·
80214953 (1) ·
80215065 (1) ·
80230306 (1) ·
80230357 (1) ·
80235569 (1) ·
80272980 (1) ·
80295150 (1) ·
80303713 (1) ·
80324763 (1) ·
80383763 (1) ·
80383781 (1) ·
80392343 (1) ·
80392362 (1) ·
80555809 (1) ·
80555859 (1) ·
80580163 (1) ·
80580170 (1) ·
80580651 (1) ·
80580732 (1) ·
80581106 (1) ·
80581203 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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 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: (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)
Future 114:
Clearance 116:
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