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)
- repository (98)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Features 006a:
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-1 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-4 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-421 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
Number 008:
700231 (1) ·
700232 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790229 (1) ·
790247 (1) ·
884105 (1) ·
930547 (1) ·
930552 (1) ·
931013 (1) ·
934301 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Over Fellsmere Canal ' (1) ·
'Palm Beach Garden Interch' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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