Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Big Tree Road ' (1) ·
'Central Blvd. ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'FLEMING STREET ' (1) ·
'HURON WAY ' (1) ·
'ISLAND RD. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 TPK 134.1 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Tucker Lane ' (1)
Number 008:
704093 (1) ·
704176 (1) ·
705601 (1) ·
790026 (1) ·
790183 (1) ·
794154 (1) ·
885604 (1) ·
890067 (1) ·
894017 (1) ·
894018 (1) ·
894048 (1) ·
895501 (1) ·
934175 (1) ·
940061 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'SR-5A - Big Tree Rd ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (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 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) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (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:
Showing below up to 14 results in range #1 to #14.
