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)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Belvedere Rd to SB I-95 ' (1) ·
'E-1 Canal ' (1) ·
'I-4 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River Relief ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
Number 008:
700018 (1) ·
700023 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
790021 (1) ·
790097 (1) ·
790218 (1) ·
930463 (1) ·
930477 (1) ·
934259 (1) ·
934929 (1)
Location 009:
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'Graves Ave over I-4 ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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