Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'L-12 Canal ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SR-3 ' (1) ·
'Sykes Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
700017 (1) ·
700026 (1) ·
700027 (1) ·
700110 (1) ·
700111 (1) ·
700113 (1) ·
700114 (1) ·
700146 (1) ·
700193 (1) ·
700208 (1) ·
700221 (1) ·
930338 (1) ·
930471 (1) ·
930806 (1) ·
934513 (1) ·
934519 (1)
Location 009:
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-528 WB over SR-3 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
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) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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