Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'Bulow Creek ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Goat Creek ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'Main Relief Canal ' (1) ·
'Misner Branch ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'Esplanade Avenue ' (1) ·
'FLYING COW ROAD ' (1) ·
'GORDY ROAD ' (1) ·
'Indian Lake Road ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Main Street ' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'Orange Avenue ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Tadlock Ave. ' (1) ·
'Trailwood Drive ' (1) ·
'Walter Boardman Ln' (1) ·
'Wilden Road ' (1)
Number 008:
704085 (1) ·
704086 (1) ·
704191 (1) ·
790801 (1) ·
794120 (1) ·
794122 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
796000 (1) ·
796413 (1) ·
796414 (1) ·
796500 (1) ·
884077 (1) ·
894040 (1) ·
894044 (1) ·
934136 (1) ·
934292 (1) ·
934934 (1) ·
934935 (1) ·
944010 (1) ·
944012 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT SR-80 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
26322014 (1) ·
26405799 (1) ·
26530408 (1) ·
26583556 (1) ·
27102110 (1) ·
27193001 (1) ·
27241068 (1) ·
27385110 (1) ·
27512287 (1) ·
27512302 (1) ·
27580021 (1) ·
28504614 (1) ·
28504680 (1) ·
29060108 (1) ·
29063307 (1) ·
29071179 (1) ·
29092052 (1) ·
29095886 (1) ·
29123122 (1) ·
29165358 (1) ·
29242747 (1)
Longitude 017:
80043190 (1) ·
80072177 (1) ·
80072244 (1) ·
80075632 (1) ·
80123610 (1) ·
80175381 (1) ·
80195964 (1) ·
80235669 (1) ·
80242065 (1) ·
80312618 (1) ·
80312721 (1) ·
80325084 (1) ·
80581706 (1) ·
80591575 (1) ·
81005885 (1) ·
81010006 (1) ·
81015661 (1) ·
81044532 (1) ·
81054109 (1) ·
81060638 (1) ·
81071865 (1) ·
81091698 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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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