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:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'E-4 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SUBDIVISION CANAL ' (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'LAWRENCE ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MINER RD. ' (1) ·
'Quantum Blvd. ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SW 15TH AVE ' (1) ·
'US1(SR5) ' (1) ·
'VENICE DRIVE ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
930001 (1) ·
930214 (1) ·
930237 (1) ·
930287 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930438 (1) ·
934344 (1) ·
934461 (1) ·
934491 (1) ·
934499 (1) ·
934914 (1) ·
934934 (1) ·
934935 (1) ·
934942 (1) ·
935300 (1) ·
935301 (1) ·
935302 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1)
Latitude 016:
26305150 (1) ·
26305220 (1) ·
26312770 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26314057 (1) ·
26314090 (1) ·
26314099 (1) ·
26315179 (1) ·
26315252 (1) ·
26315259 (1) ·
26321988 (1) ·
26322014 (1) ·
26322094 (1) ·
26322120 (1) ·
26322125 (1) ·
26322160 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26332602 (1) ·
26342018 (1)
Longitude 017:
80032041 (1) ·
80032688 (1) ·
80035203 (1) ·
80042235 (1) ·
80044272 (1) ·
80044906 (1) ·
80050093 (1) ·
80050324 (1) ·
80050391 (1) ·
80050590 (1) ·
80050618 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052654 (1) ·
80062363 (1) ·
80072177 (1) ·
80072244 (1) ·
80075210 (1) ·
80101974 (1) ·
80101977 (1) ·
80102132 (1) ·
80102271 (1) ·
80102293 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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