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:
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'N CANAL ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-9 (I-95) ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'CENTER DR. ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Palm Bay Library ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SIMARA STREET ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-80EB (Southern)' (1) ·
'St Lucie West Blvd' (1) ·
'Tangerine Drive ' (1) ·
'VANDEGRIFT-WILL RD' (1)
Number 008:
704256 (1) ·
790164 (1) ·
790165 (1) ·
884062 (1) ·
890141 (1) ·
890142 (1) ·
894040 (1) ·
895504 (1) ·
930408 (1) ·
930441 (1) ·
930800 (1) ·
934328 (1) ·
934347 (1) ·
934350 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1) ·
940133 (1)
Location 009:
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'800ft. N. of SR-400 ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (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) ·
N/A (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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