Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'US-1 ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
Number 008:
700054 (1) ·
700128 (1) ·
700231 (1) ·
700237 (1) ·
790042 (1) ·
790083 (1) ·
880103 (1) ·
880104 (1) ·
890129 (1) ·
890159 (1) ·
930005 (1) ·
930246 (1) ·
930247 (1) ·
930248 (1) ·
930371 (1) ·
930372 (1)
Location 009:
'2.1 Miles S of Oslo Rd. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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