Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700015 (1) ·
700052 (1) ·
700087 (1) ·
700089 (1) ·
700108 (1) ·
700109 (1) ·
700127 (1) ·
700129 (1) ·
700151 (1) ·
700153 (1) ·
700196 (1) ·
700197 (1) ·
700198 (1) ·
700200 (1) ·
700217 (1) ·
700219 (1) ·
700220 (1)
Location 009:
'0.6 MILE WEST OF US-1 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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) ·
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)
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 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 not over waterway. (1)
Future 114:
Future Year 115:
Showing below up to 17 results in range #1 to #17.
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