Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
24387 (1) ·
30975 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Highland Beach (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Lake Worth (1) ·
North Palm Beach village (1) ·
Palm Beach (1) ·
Sebastian (1) ·
Stuart (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Boca Inlet ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'Lake Worth Tide Relief' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'RELIEF CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'St. Lucie River ' (1) ·
'TAYLOR CREEK ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
1937 (1) ·
1939 (1) ·
1950 (1) ·
1952 (1) ·
1955 (1) ·
1956 (1) ·
1958 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1968 (1) ·
1970 (1) ·
1971 (1) ·
1972 (1) ·
1973 (1) ·
1974 (1) ·
1981 (1) ·
1987 (1) ·
1988 (1) ·
1993 (1) ·
1999 (1) ·
2002 (1) ·
2012 (1) ·
2014 (1) ·
2015 (1) ·
2016 (1)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
11 (1) ·
110 (1) ·
135 (1) ·
14 (1) ·
165 (1) ·
20 (1) ·
21 (1) ·
23 (1) ·
24 (1) ·
292 (1) ·
300 (1) ·
32 (1) ·
34 (1) ·
357 (1) ·
37 (1) ·
375 (1) ·
41 (1) ·
410 (1) ·
42 (1) ·
43 (1) ·
44 (1) ·
46 (1) ·
477 (1) ·
516 (1) ·
53 (1) ·
55 (1) ·
61 (1) ·
626 (1) ·
63 (1) ·
650 (1) ·
67 (1) ·
68 (1) ·
69 (1) ·
9 (1) ·
95 (1) ·
96 (1)
Width 052:
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 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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 51 results in range #1 to #51.
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