Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'Lateral C Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'12th Street ' (1) ·
'13th Street SW ' (1) ·
'16TH ST ' (1) ·
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'27TH STREET ' (1) ·
'33rd Street ' (1) ·
'34th Avenue ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'56th Place North ' (1) ·
'57th Street ' (1) ·
'5th Street ' (1) ·
'5th Street SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'66th Avenue ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'Bay Drive ' (1) ·
'CARTER RD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-512 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'River Drive ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'VETERANS WALK ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1951 (1) ·
1956 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1970 (1) ·
1971 (1) ·
1972 (1) ·
1987 (1) ·
1988 (1) ·
1990 (1) ·
1992 (1) ·
1998 (1) ·
1999 (1) ·
2002 (1) ·
2003 (1) ·
2005 (1) ·
2006 (1) ·
2007 (1) ·
2009 (1) ·
2010 (1) ·
2011 (1) ·
2013 (1) ·
2014 (1) ·
2015 (1) ·
2017 (1)
Traffic 029:
0 (1) ·
10 (1) ·
1000 (1) ·
101 (1) ·
120 (1) ·
134 (1) ·
150 (1) ·
1500 (1) ·
1750 (1) ·
2050 (1) ·
250 (1) ·
260 (1) ·
2700 (1) ·
280 (1) ·
2900 (1) ·
3000 (1) ·
3025 (1) ·
3100 (1) ·
3600 (1) ·
3800 (1) ·
4000 (1) ·
4100 (1) ·
428 (1) ·
55 (1) ·
5600 (1) ·
5760 (1) ·
600 (1) ·
650 (1) ·
7300 (1) ·
7600 (1) ·
8400 (1) ·
910 (1)
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 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:
N/A (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 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:
1000 (1) ·
1092 (1) ·
1128 (1) ·
11520 (1) ·
12 (1) ·
1250 (1) ·
126 (1) ·
12665 (1) ·
13186 (1) ·
14574 (1) ·
150 (1) ·
174 (1) ·
175 (1) ·
1800 (1) ·
20 (1) ·
200 (1) ·
2020 (1) ·
232 (1) ·
300 (1) ·
3036 (1) ·
325 (1) ·
350 (1) ·
3556 (1) ·
4685 (1) ·
5032 (1) ·
5205 (1) ·
535 (1) ·
5378 (1) ·
6000 (1) ·
6246 (1) ·
6593 (1) ·
6940 (1) ·
7118 (1) ·
87 (1) ·
900 (1) ·
9716 (1)
Clearance 116:
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