Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
- fips (487)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'SR 60 ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1) ·
930261 (1) ·
930291 (1) ·
930489 (1) ·
930498 (1) ·
930503 (1) ·
930530 (1) ·
940152 (1)
Location 009:
'0.25 mi N of Belvedere Rd' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 over SR-60 ' (1) ·
'I-95 SR 806 interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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:
176174 (1) ·
181308 (1) ·
184778 (1) ·
198658 (1) ·
199525 (1) ·
201260 (1) ·
27066 (1) ·
75472 (1) ·
75473 (1)
Clearance 116:
Showing below up to 11 results in range #1 to #11.
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