Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lantana Road ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB Okee. Blvd. ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB US-27 SR-25 ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I 95 to Lantana' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
700087 (1) ·
700197 (1) ·
700198 (1) ·
790190 (1) ·
930275 (1) ·
930352 (1) ·
930353 (1) ·
930417 (1) ·
930418 (1) ·
930437 (1) ·
931003 (1) ·
934160 (1) ·
934161 (1) ·
934167 (1) ·
934224 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
935308 (1) ·
940134 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
26200870 (1) ·
26200920 (1) ·
26210062 (1) ·
26210118 (1) ·
26252706 (1) ·
26252770 (1) ·
26271300 (1) ·
26280864 (1) ·
26290167 (1) ·
26290244 (1) ·
26322014 (1) ·
26324784 (1) ·
26351625 (1) ·
26352544 (1) ·
26422701 (1) ·
26422817 (1) ·
26433040 (1) ·
26483998 (1) ·
26525465 (1) ·
26525529 (1) ·
27244449 (1) ·
28244169 (1) ·
28244206 (1) ·
28244249 (1) ·
28571929 (1)
Longitude 017:
80040991 (1) ·
80040992 (1) ·
80041025 (1) ·
80043860 (1) ·
80050886 (1) ·
80052317 (1) ·
80053541 (1) ·
80071933 (1) ·
80072101 (1) ·
80072177 (1) ·
80082635 (1) ·
80083008 (1) ·
80084773 (1) ·
80101404 (1) ·
80102433 (1) ·
80103080 (1) ·
80103494 (1) ·
80240727 (1) ·
80321860 (1) ·
80321939 (1) ·
80491330 (1) ·
80491332 (1) ·
80493553 (1) ·
81152767 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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