Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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bridge data > Width 052:
10 
& 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.
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
25925 (1) ·
Boca Raton (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Indiantown village (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Oak Hill (1) ·
Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Blue Lake Equalizer ' (1) ·
'Canal C-54 ' (1) ·
'Cow Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'Gabordy's Canal ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Cow Creek ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miller Creek ' (1) ·
'N CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'North Relief Canal ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Samsula Canal ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
1939 (1) ·
1950 (1) ·
1952 (1) ·
1954 (1) ·
1955 (1) ·
1958 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1969 (1) ·
1973 (1) ·
1975 (1) ·
1977 (1) ·
1978 (1) ·
1980 (1) ·
1982 (1) ·
1984 (1) ·
1985 (1) ·
1986 (1) ·
1988 (1) ·
1992 (1) ·
1993 (1) ·
2004 (1)
Traffic 029:
1001 (1) ·
101 (1) ·
1052 (1) ·
10750 (1) ·
1200 (1) ·
1227 (1) ·
13888 (1) ·
1518 (1) ·
16000 (1) ·
1800 (1) ·
1854 (1) ·
19500 (1) ·
200 (1) ·
2122 (1) ·
2250 (1) ·
240 (1) ·
25474 (1) ·
2599 (1) ·
3000 (1) ·
3012 (1) ·
3111 (1) ·
3160 (1) ·
324 (1) ·
34244 (1) ·
364 (1) ·
3820 (1) ·
5000 (1) ·
594 (1) ·
600 (1) ·
607 (1) ·
675 (1) ·
6818 (1) ·
7456 (1) ·
75 (1) ·
7896 (1) ·
825 (1) ·
9188 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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 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:
None (1) ·
11174 (1) ·
11625 (1) ·
121 (1) ·
1272 (1) ·
1388 (1) ·
1419 (1) ·
1500 (1) ·
15941 (1) ·
17360 (1) ·
1755 (1) ·
18651 (1) ·
250 (1) ·
2568 (1) ·
27760 (1) ·
288 (1) ·
3123 (1) ·
3145 (1) ·
3217 (1) ·
33832 (1) ·
3494 (1) ·
3750 (1) ·
3800 (1) ·
3904 (1) ·
4001 (1) ·
440 (1) ·
44197 (1) ·
4622 (1) ·
521 (1) ·
5398 (1) ·
59413 (1) ·
6000 (1) ·
704 (1) ·
719 (1) ·
720 (1) ·
9021 (1) ·
91 (1) ·
9128 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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