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:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-59 Canal ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Halifax Canal ' (1) ·
'Indian River ' (1) ·
'Lake Osborne ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'8th Street N ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Camp Site Road ' (1) ·
'Dundas Court ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'Lantern Park Drive' (1) ·
'Magnolia St. ' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Pace Drive ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Riverside Dr ' (1) ·
'VILLAGE BLVD ' (1) ·
'Willow Run Blvd. ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
705100 (1) ·
705925 (1) ·
794042 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
795001 (1) ·
795729 (1) ·
796401 (1) ·
796549 (1) ·
934373 (1) ·
937712 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945273 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'200ft. S of 10th Street ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'In John Prince Park ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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)
Future 114:
Clearance 116:
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