Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Indian River 
& Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'NORTH CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-656 (17th St.) ' (1)
Number 008:
880018 (1) ·
880019 (1) ·
880020 (1) ·
880049 (1) ·
880051 (1) ·
880063 (1) ·
880077 (1) ·
884015 (1) ·
884016 (1) ·
884019 (1) ·
884020 (1) ·
884022 (1) ·
884023 (1) ·
884024 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
884058 (1) ·
884060 (1) ·
885601 (1)
Location 009:
'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) ·
'0.7Mi East of US-1 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
27335447 (1) ·
27360945 (1) ·
27363418 (1) ·
27363468 (1) ·
27363565 (1) ·
27370119 (1) ·
27375640 (1) ·
27390014 (1) ·
27391331 (1) ·
27392294 (1) ·
27392357 (1) ·
27392653 (1) ·
27403887 (1) ·
27412374 (1) ·
27421622 (1) ·
27424275 (1) ·
27431010 (1) ·
27431016 (1) ·
27445555 (1) ·
27452066 (1) ·
27453074 (1) ·
27481770 (1)
Longitude 017:
80221680 (1) ·
80230306 (1) ·
80230357 (1) ·
80252909 (1) ·
80255073 (1) ·
80274430 (1) ·
80274465 (1) ·
80274529 (1) ·
80284193 (1) ·
80284675 (1) ·
80284706 (1) ·
80284807 (1) ·
80285095 (1) ·
80290638 (1) ·
80294169 (1) ·
80294317 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80301990 (1) ·
80304500 (1) ·
80304583 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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