Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Intracoastal Waterway ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NB SR 807 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB SR 807 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
930154 (1) ·
930226 (1) ·
930453 (1) ·
930454 (1) ·
930475 (1) ·
930479 (1) ·
930480 (1) ·
930497 (1) ·
930498 (1) ·
930514 (1) ·
930532 (1) ·
931004 (1) ·
934166 (1) ·
934302 (1) ·
934307 (1) ·
934349 (1) ·
934367 (1) ·
934907 (1) ·
934908 (1) ·
934909 (1) ·
934925 (1) ·
934926 (1) ·
934945 (1) ·
934946 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26210062 (1) ·
26210118 (1) ·
26210242 (1) ·
26231074 (1) ·
26231130 (1) ·
26233917 (1) ·
26233970 (1) ·
26280900 (1) ·
26342040 (1) ·
26363334 (1) ·
26363379 (1) ·
26390288 (1) ·
26390300 (1) ·
26403485 (1) ·
26403530 (1) ·
26404472 (1) ·
26411352 (1) ·
26411700 (1) ·
26453630 (1) ·
26560245 (1) ·
26560246 (1)
Longitude 017:
80041209 (1) ·
80041536 (1) ·
80042465 (1) ·
80042805 (1) ·
80043210 (1) ·
80043911 (1) ·
80043925 (1) ·
80045945 (1) ·
80045990 (1) ·
80050063 (1) ·
80052100 (1) ·
80052215 (1) ·
80080080 (1) ·
80095982 (1) ·
80101305 (1) ·
80101307 (1) ·
80101404 (1) ·
80101583 (1) ·
80101586 (1) ·
80102300 (1) ·
80102688 (1) ·
80102700 (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:
Width 052:
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 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:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Future 114:
Clearance 116:
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