Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'South Relief Canal ' (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'20TH AVENUE ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'27TH STREET ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-619 82ND AVE. ' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-60 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
880018 (1) ·
880019 (1) ·
880020 (1) ·
880030 (1) ·
880077 (1) ·
880085 (1) ·
880087 (1) ·
880088 (1) ·
884039 (1) ·
884047 (1) ·
884053 (1) ·
884054 (1) ·
884056 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884061 (1) ·
884062 (1) ·
884065 (1) ·
884066 (1) ·
885809 (1) ·
885810 (1)
Location 009:
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI S 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) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
27335447 (1) ·
27355287 (1) ·
27355685 (1) ·
27373700 (1) ·
27375405 (1) ·
27375640 (1) ·
27380220 (1) ·
27381900 (1) ·
27382201 (1) ·
27384120 (1) ·
27384653 (1) ·
27384786 (1) ·
27385744 (1) ·
27385855 (1) ·
27385856 (1) ·
27385877 (1) ·
27390014 (1) ·
27390707 (1) ·
27391331 (1) ·
27392294 (1) ·
27392357 (1) ·
27392653 (1) ·
27430923 (1)
Longitude 017:
80221680 (1) ·
80224294 (1) ·
80225301 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80232401 (1) ·
80240150 (1) ·
80240703 (1) ·
80242120 (1) ·
80244948 (1) ·
80245043 (1) ·
80254872 (1) ·
80255073 (1) ·
80255800 (1) ·
80264781 (1) ·
80264868 (1) ·
80274275 (1) ·
80274670 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
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)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 23 results in range #1 to #23.
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