Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'14TH STREET CANAL ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Canal ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Lateral Canal A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'27TH STREET ' (1) ·
'34th Avenue ' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Patti Drive ' (1) ·
'SR-404 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-60 ' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'Sykes Creek Pkwy ' (1)
Number 008:
700026 (1) ·
700027 (1) ·
700110 (1) ·
700113 (1) ·
700114 (1) ·
700146 (1) ·
700221 (1) ·
704011 (1) ·
704017 (1) ·
880018 (1) ·
880019 (1) ·
880020 (1) ·
880077 (1) ·
880106 (1) ·
884039 (1) ·
884047 (1) ·
884054 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
885809 (1) ·
885813 (1)
Location 009:
'.8 Mile North of SR-520 ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
27335447 (1) ·
27373700 (1) ·
27375640 (1) ·
27382059 (1) ·
27383371 (1) ·
27384786 (1) ·
27385855 (1) ·
27385856 (1) ·
27390014 (1) ·
27391331 (1) ·
27392294 (1) ·
27392357 (1) ·
27392653 (1) ·
27430923 (1) ·
28123224 (1) ·
28220616 (1) ·
28240920 (1) ·
28241003 (1) ·
28241813 (1) ·
28241822 (1) ·
28241877 (1) ·
28241880 (1) ·
28293415 (1)
Longitude 017:
80221680 (1) ·
80224294 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80240703 (1) ·
80251340 (1) ·
80255073 (1) ·
80274275 (1) ·
80274947 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80380201 (1) ·
80393043 (1) ·
80393049 (1) ·
80394904 (1) ·
80394909 (1) ·
80405551 (1) ·
80425652 (1) ·
80440500 (1) ·
80440519 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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:
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