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:
Critical 006b:
Facility 007:
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR605 Old Dixie ' (1) ·
'LittleRanchesTrail' (1) ·
'LYONS ROAD ' (1) ·
'Old Boynton Road ' (1) ·
'Prosperity Farms R' (1) ·
'SEMINOLE/PRATTWHT.' (1)
Number 008:
884074 (1) ·
884082 (1) ·
884085 (1) ·
884086 (1) ·
884093 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
884104 (1) ·
934151 (1) ·
934178 (1) ·
934313 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'0.4Mi. East of Congress A' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'56th Place North ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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:
Showing below up to 14 results in range #1 to #14.
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