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: (Click arrow to add another value)
Critical 006b:
Facility 007:
Number 008:
700133 (1) ·
700197 (1) ·
700198 (1) ·
700199 (1) ·
700225 (1) ·
704097 (1) ·
704098 (1) ·
790171 (1) ·
794189 (1) ·
884003 (1) ·
884063 (1) ·
884064 (1) ·
884068 (1)
Location 009:
'0.25 Mi. West of SR-405 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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) ·
N/A (1)
Culvert 062:
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)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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