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:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'Bulow Creek ' (1) ·
'CANAL E-1 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'Halifax River ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'ARMONE PLACE ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'Hunting Camp Road ' (1) ·
'Main Street ' (1) ·
'Samsula Drive ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
794004 (1) ·
794126 (1) ·
794130 (1) ·
794184 (1) ·
794185 (1) ·
884055 (1) ·
934319 (1) ·
934489 (1) ·
934499 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
937703 (1) ·
940015 (1) ·
940068 (1)
Location 009:
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'AT SR-7 US-441 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
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 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 conditions; field review indicates action is required to protect exposed foundations (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)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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