Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700199 (1) ·
700209 (1) ·
700222 (1) ·
700227 (1) ·
700229 (1) ·
700230 (1) ·
700231 (1) ·
700232 (1) ·
700233 (1) ·
700234 (1) ·
704097 (1) ·
704098 (1) ·
704190 (1) ·
705604 (1) ·
705920 (1)
Location 009:
'1.6 miles East of SR-507 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-406 over Indian River ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Direction 102:
Rebuilt 106:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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