Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Eau Gallie River ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Goat Creek ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Indian River ' (1) ·
'Little Tomoka River ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'Pluckebaum Canal ' (1) ·
'Sebastian Canal ' (1)
Critical 006b:
Facility 007:
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'John Rodes Blvd. ' (1) ·
'Magnolia St. ' (1) ·
'Micco Rd. ' (1) ·
'N 13th Street ' (1) ·
'Range Rd ' (1) ·
'Riverside Dr ' (1) ·
'S. Burnett Rd ' (1) ·
'SR-710 ' (1) ·
'Tymber Creek Road ' (1) ·
'Valkaria Road ' (1) ·
'Wickham Road ' (1) ·
'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
704035 (1) ·
704095 (1) ·
704188 (1) ·
704193 (1) ·
704194 (1) ·
704197 (1) ·
705100 (1) ·
794042 (1) ·
794072 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
794096 (1) ·
794194 (1) ·
795001 (1) ·
795729 (1) ·
796401 (1) ·
930344 (1) ·
945009 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'At Pluckebaum Rd ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (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:
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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