Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004 
:
Merritt Island or
West Palm Beach
& Channel 061:
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition.
:
Merritt Island or
West Palm Beach
& Channel 061:
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Banana River ' (1) ·
'Cabana Colony Circle ' (1) ·
'E-2 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'Indian River ' (1) ·
'Loxahatchee River ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SWA Retention Canal ' (1) ·
'Sykes Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
Number 008:
700193 (1) ·
700208 (1) ·
700221 (1) ·
930235 (1) ·
930461 (1) ·
930479 (1) ·
930480 (1) ·
934158 (1) ·
934166 (1) ·
934171 (1) ·
934176 (1) ·
934178 (1) ·
934721 (1) ·
934751 (1)
Location 009:
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB - Indian River ' (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:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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