Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek Canal ' (1) ·
'Daytona Canal ' (1) ·
'Gabordy's Canal ' (1) ·
'Goat Creek ' (1) ·
'Halifax Canal ' (1) ·
'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Reed Canal ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'Alta Drive ' (1) ·
'Ballough Street ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'Daytona Avenue ' (1) ·
'Girard Blvd. ' (1) ·
'Gradick Drive ' (1) ·
'John Rhodes Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
'Lantern Park Drive' (1) ·
'Main Trail ' (1) ·
'Maytown Road ' (1) ·
'Riverside Drive ' (1) ·
'St. Johns Heritage' (1) ·
Pineda Causeway (1)
Number 008:
700226 (1) ·
704016 (1) ·
704096 (1) ·
704101 (1) ·
704189 (1) ·
704190 (1) ·
705923 (1) ·
794032 (1) ·
795000 (1) ·
795503 (1) ·
795504 (1) ·
795713 (1) ·
796000 (1) ·
796549 (1)
Location 009:
.1 Mi E of I-95 (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'2.9 Miles South of US-192' (1) ·
'200ft. S of 10th Street ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'At LPGA Blvd. ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'CR-4078 & Lantern Park Dr' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
No deficiencies (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:
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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