Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'North Lake ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'36TH STREET ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'CONGRESS AVE ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SEACREST BLVD. ' (1) ·
'SEMINOLE DR ' (1) ·
'SR802 (Lake Worth)' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
930073 (1) ·
930195 (1) ·
930349 (1) ·
934319 (1) ·
934491 (1) ·
934499 (1) ·
934505 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937702 (1) ·
937703 (1) ·
937704 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. West of US-1 ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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)
Culvert 062:
Inspect Date 090:
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 14 results in range #1 to #14.
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