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:
'Canal ' (1) ·
'Cow Creek ' (1) ·
'Crane Creek Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'Gabordy's Canal ' (1) ·
'Goat Creek ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral J Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'M CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
'CR-880 ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'FLORESTA DR ' (1) ·
'Gradick Drive ' (1) ·
'John Rhodes Blvd. ' (1) ·
'Lake Harney Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Maytown Road ' (1) ·
'Riverside Drive ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-9(I-95) ' (1) ·
'Wickham Road ' (1)
Number 008:
704096 (1) ·
704101 (1) ·
704189 (1) ·
704197 (1) ·
794032 (1) ·
794050 (1) ·
795713 (1) ·
884080 (1) ·
890123 (1) ·
890144 (1) ·
894019 (1) ·
930107 (1) ·
930351 (1) ·
930910 (1) ·
934151 (1) ·
937001 (1) ·
944008 (1)
Location 009:
'0.1 mile S of I-95 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'200ft. S of 10th Street ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'7.7Mi W OF SR-80 ' (1) ·
'8.3 miles East of SR-415 ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
No deficiencies (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 17 results in range #1 to #17.
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