Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2015 
& Channel 061:
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.
& Inspect Date 090:
05-16
& Channel 061:
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.
& Inspect Date 090:
05-16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
26625 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Holly Hill (1) ·
Hypoluxo (1) ·
Jupiter (1) ·
Lantana (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-51 CANAL ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'E-4 CANAL ' (1) ·
'E3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Misner Branch ' (1) ·
'RCA CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1950 (1) ·
1955 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1964 (1) ·
1966 (1) ·
1967 (1) ·
1968 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1979 (1) ·
1980 (1) ·
1982 (1) ·
1984 (1) ·
1985 (1) ·
1986 (1) ·
1987 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
1991 (1) ·
1992 (1) ·
1993 (1) ·
1996 (1) ·
1999 (1) ·
2008 (1)
Traffic 029:
1000 (1) ·
10600 (1) ·
10700 (1) ·
10900 (1) ·
111000 (1) ·
12000 (1) ·
14600 (1) ·
15900 (1) ·
16600 (1) ·
17300 (1) ·
22500 (1) ·
23000 (1) ·
23500 (1) ·
24000 (1) ·
26000 (1) ·
28000 (1) ·
29000 (1) ·
29500 (1) ·
32500 (1) ·
33000 (1) ·
34000 (1) ·
3500 (1) ·
354 (1) ·
36000 (1) ·
36500 (1) ·
38000 (1) ·
3820 (1) ·
39500 (1) ·
4000 (1) ·
4100 (1) ·
47500 (1) ·
49000 (1) ·
57000 (1) ·
5792 (1) ·
6000 (1) ·
6100 (1) ·
720 (1) ·
9382 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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)
Inspect Date 090: (Click arrow to add another value)
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) ·
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:
Clearance 116:
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