Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12258 (1) ·
12269 (1) ·
15129 (1) ·
15130 (1) ·
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15159 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Eau Gallie River ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'South Relief Canal ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'27TH STREET ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-619 82ND AVE. ' (1) ·
'Croton Road ' (1) ·
'Emerson Ave 27th A' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'John Rodes Blvd. ' (1) ·
'Pinehurst Ave N ' (1) ·
'Wickham Road ' (1)
Number 008:
704045 (1) ·
704176 (1) ·
704188 (1) ·
704197 (1) ·
880018 (1) ·
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Location 009:
'0.2 Mile S of Aurora Road' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
27335447 (1) ·
27344850 (1) ·
27351498 (1) ·
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27355287 (1) ·
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28080403 (1) ·
28143333 (1)
Longitude 017:
80224294 (1) ·
80230306 (1) ·
80230357 (1) ·
80232401 (1) ·
80240703 (1) ·
80242065 (1) ·
80242120 (1) ·
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80264934 (1) ·
80264970 (1) ·
80274275 (1) ·
80274670 (1) ·
80274700 (1) ·
80294391 (1) ·
80294404 (1) ·
80294417 (1) ·
80391820 (1) ·
80401823 (1) ·
80411355 (1) ·
80420110 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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) ·
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) ·
N/A (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:
Clearance 116:
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