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:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-1 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'E-4 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Pluckebaum Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'33rd Street ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CLINT MOORE RD ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'MINER RD. ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Range Rd ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Trailwood Drive ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
704194 (1) ·
705924 (1) ·
705925 (1) ·
796401 (1) ·
796414 (1) ·
884100 (1) ·
885809 (1) ·
934293 (1) ·
934345 (1) ·
934348 (1) ·
934369 (1) ·
934925 (1) ·
934926 (1) ·
934929 (1) ·
934942 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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