Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'Habitat Connectivity ' (1) ·
'I-95 ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
Number 008:
704097 (1) ·
704098 (1) ·
790194 (1) ·
880090 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
880096 (1) ·
880098 (1) ·
880099 (1) ·
884078 (1) ·
884079 (1) ·
930511 (1) ·
930530 (1) ·
940157 (1)
Location 009:
'1 mile North of SR 704 ' (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) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
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: (Click arrow to add another value)
Rebuilt 106:
Deck Type 107:
Scour 113:
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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