Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'Earman River (C-17) ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
Number 008:
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790247 (1) ·
795701 (1) ·
890079 (1) ·
930003 (1) ·
930005 (1) ·
930547 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.1mi E of Riverside Dr ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Just North of SR-850 ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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: (Click arrow to add another value)
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 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 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 13 results in range #1 to #13.
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