Drilldown: bridge data
From Indian River Lagoon Project
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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:
Direction 005e:
Features 006a:
'Boca Inlet ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'CSX RAILROAD ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LAKE WORTH ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'SFWMD C-15 CANAL ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'A1A ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-880 ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'EB SR706 ' (1) ·
'ISLAND ROAD ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MARINA BLVD. ' (1) ·
'NW 5TH STREET ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Southern Boulevard' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SW 18TH ST ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930004 (1) ·
930030 (1) ·
930053 (1) ·
930060 (1) ·
930097 (1) ·
930098 (1) ·
930104 (1) ·
930318 (1) ·
930453 (1) ·
930454 (1) ·
930805 (1) ·
930940 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934502 (1) ·
934943 (1) ·
934944 (1) ·
935218 (1) ·
935501 (1) ·
935900 (1) ·
936550 (1) ·
936802 (1) ·
937709 (1)
Location 009:
'.25m W of US-1 on US-98 ' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'.5MI W of A1A & E of SR-5' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.4MI W of S. COUNTY ROAD' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'200ft. W of A1A ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1)
Latitude 016:
26194915 (1) ·
26195136 (1) ·
26202096 (1) ·
26235789 (1) ·
26252859 (1) ·
26331032 (1) ·
26363334 (1) ·
26363379 (1) ·
26365544 (1) ·
26365576 (1) ·
26403161 (1) ·
26403240 (1) ·
26403272 (1) ·
26410771 (1) ·
26411885 (1) ·
26413511 (1) ·
26414288 (1) ·
26432857 (1) ·
26484825 (1) ·
26490288 (1) ·
26495569 (1) ·
26560245 (1) ·
26560246 (1)
Longitude 017:
80022719 (1) ·
80022882 (1) ·
80023337 (1) ·
80024618 (1) ·
80025423 (1) ·
80032393 (1) ·
80033598 (1) ·
80033671 (1) ·
80040020 (1) ·
80040599 (1) ·
80042082 (1) ·
80043911 (1) ·
80043925 (1) ·
80045345 (1) ·
80050063 (1) ·
80054858 (1) ·
80075125 (1) ·
80115706 (1) ·
80120923 (1) ·
80232057 (1) ·
80334956 (1) ·
80402235 (1) ·
80482588 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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