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)
Features 006a:
'BARBARA BASIN ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'Earman River (C-17) ' (1) ·
'East Indian River Relief' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'TIDAL CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'East Island Access' (1) ·
'EB North Lake Blvd' (1) ·
'ISLAND RD. ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SIMARA STREET ' (1) ·
'SR-A1A ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'West Island Access' (1)
Number 008:
890102 (1) ·
890148 (1) ·
890149 (1) ·
890150 (1) ·
895501 (1) ·
895504 (1) ·
895505 (1) ·
930003 (1) ·
930004 (1) ·
930050 (1) ·
930195 (1) ·
930361 (1) ·
934116 (1) ·
934164 (1) ·
936550 (1)
Location 009:
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'A1A on Singer Island ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Just North of SR-850 ' (1) ·
'West of Ernest Lyons Bri.' (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:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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