Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR-3 ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
700030 (1) ·
700072 (1) ·
700081 (1) ·
700110 (1) ·
700115 (1) ·
700143 (1) ·
795521 (1) ·
796000 (1) ·
885601 (1) ·
930026 (1) ·
930154 (1) ·
930226 (1) ·
930469 (1) ·
934516 (1)
Location 009:
'0.3MI E OF US-1 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'At Intersection w LPGA BL' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
Owner 022:
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: (Click arrow to add another value)
Substructure 060:
Channel 061:
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 14 results in range #1 to #14.
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