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:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'DRAINAGE CANAL ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Header Canal ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'L-5 Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'DYER PARK ROAD ' (1) ·
'Levee Road ' (1) ·
'McClure Road ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR-A1A NB ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
SR-A1A SB (1)
Number 008:
700204 (1) ·
700205 (1) ·
700210 (1) ·
700211 (1) ·
894051 (1) ·
930450 (1) ·
930804 (1) ·
931005 (1) ·
934137 (1) ·
934140 (1) ·
934146 (1) ·
934147 (1) ·
934357 (1) ·
936701 (1) ·
944015 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
SR-A1A SB- George King (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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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 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:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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