Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700210 (1) ·
700211 (1) ·
890120 (1) ·
890158 (1) ·
890160 (1) ·
894041 (1) ·
930210 (1) ·
930545 (1) ·
940003 (1) ·
940004 (1) ·
940084 (1) ·
940085 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'2MI E of SR-76 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'SR-A1A East of ICWW ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Owner 022:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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)
Clearance 116:
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