Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'Habitat Connectivity ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'Miami Canal L-25 ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns River Relief ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
700234 (1) ·
790194 (1) ·
790220 (1) ·
880092 (1) ·
880093 (1) ·
880095 (1) ·
880097 (1) ·
880099 (1) ·
930510 (1) ·
930511 (1) ·
930537 (1) ·
930538 (1) ·
930557 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
Location 009:
'1.61mi east of PGA&SR710 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-192 EB - Indian Riv ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
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. (1) ·
N/A (1)
Culvert 062:
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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