Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CR-512 ' (1) ·
'CR-76A ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HARRIS RD ' (1) ·
'HURON WAY ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OKEELANTA RD. ' (1) ·
'Old Dixie Highway ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'Service Road ' (1) ·
'SR-520 WB ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-98 SR700 US441 ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
700200 (1) ·
704042 (1) ·
794123 (1) ·
794124 (1) ·
795503 (1) ·
884067 (1) ·
884068 (1) ·
890093 (1) ·
890102 (1) ·
890159 (1) ·
894047 (1) ·
894048 (1) ·
930465 (1) ·
931002 (1) ·
931003 (1) ·
934160 (1) ·
934515 (1) ·
934517 (1) ·
934522 (1) ·
934904 (1) ·
935750 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'AT US-27 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26232019 (1) ·
26352544 (1) ·
26352545 (1) ·
26363600 (1) ·
26373441 (1) ·
26410978 (1) ·
26423844 (1) ·
26514900 (1) ·
26525529 (1) ·
27051685 (1) ·
27085780 (1) ·
27090600 (1) ·
27094100 (1) ·
27101012 (1) ·
27442320 (1) ·
27454113 (1) ·
27531888 (1) ·
28221061 (1) ·
28395620 (1) ·
29143549 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80040992 (1) ·
80074708 (1) ·
80102377 (1) ·
80102433 (1) ·
80102658 (1) ·
80120012 (1) ·
80121176 (1) ·
80142587 (1) ·
80142967 (1) ·
80180707 (1) ·
80181600 (1) ·
80365199 (1) ·
80372083 (1) ·
80375380 (1) ·
80383118 (1) ·
80413113 (1) ·
80424015 (1) ·
80522244 (1) ·
80543618 (1) ·
81025160 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
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 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:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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