Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-2 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'KELLER CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL G CANAL ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT US-27 ' (1) ·
'At US-441/SR-7 ' (1) ·
'IN JOHN PRINCE PARK ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
1950 (1) ·
1956 (1) ·
1960 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1972 (1) ·
1977 (1) ·
1979 (1) ·
1980 (1) ·
1981 (1) ·
1984 (1) ·
1985 (1) ·
1986 (1) ·
1989 (1) ·
1991 (1) ·
1992 (1) ·
1993 (1) ·
1995 (1) ·
1996 (1) ·
1999 (1) ·
2001 (1) ·
2005 (1) ·
2007 (1) ·
2008 (1) ·
2011 (1)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1001 (1) ·
101 (1) ·
10516 (1) ·
1200 (1) ·
13300 (1) ·
1350 (1) ·
1390 (1) ·
13900 (1) ·
1650 (1) ·
1950 (1) ·
200 (1) ·
2000 (1) ·
255 (1) ·
260 (1) ·
280 (1) ·
300 (1) ·
3000 (1) ·
318 (1) ·
3450 (1) ·
3600 (1) ·
400 (1) ·
4320 (1) ·
4500 (1) ·
4780 (1) ·
4800 (1) ·
500 (1) ·
5760 (1) ·
600 (1) ·
6540 (1) ·
7850 (1) ·
800 (1) ·
9900 (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) ·
N/A (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 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 not over waterway. (1)
Future 114:
1000 (1) ·
1041 (1) ·
12 (1) ·
126 (1) ·
13145 (1) ·
1500 (1) ·
17176 (1) ·
1737 (1) ·
19085 (1) ·
1980 (1) ·
2275 (1) ·
23076 (1) ·
2342 (1) ·
250 (1) ·
2500 (1) ·
300 (1) ·
3000 (1) ·
325 (1) ·
350 (1) ·
3750 (1) ·
4001 (1) ·
4320 (1) ·
500 (1) ·
5000 (1) ·
5184 (1) ·
5205 (1) ·
521 (1) ·
600 (1) ·
6017 (1) ·
6073 (1) ·
7000 (1) ·
7114 (1) ·
800 (1) ·
8175 (1) ·
8293 (1) ·
868 (1) ·
960 (1) ·
9812 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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