Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Holly Hill (1) ·
Indian Harbour Beach (1) ·
Juno Beach (1) ·
Jupiter (1) ·
Lake Worth (1) ·
Lantana (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
South Bay (1) ·
Stuart (1) ·
Tequesta village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'Banana River ' (1) ·
'Barge Canal ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'FEC Railroad ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Lagoon ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Nova Road Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'St. Lucie River ' (1) ·
'Tomoka River ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1927 (1) ·
1939 (1) ·
1949 (1) ·
1950 (1) ·
1952 (1) ·
1953 (1) ·
1955 (1) ·
1957 (1) ·
1959 (1) ·
1961 (1) ·
1963 (1) ·
1964 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1971 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1976 (1) ·
1981 (1) ·
1982 (1) ·
1985 (1) ·
1986 (1) ·
1987 (1) ·
1997 (1) ·
1998 (1) ·
1999 (1) ·
2001 (1) ·
2005 (1) ·
2007 (1) ·
2013 (1) ·
2016 (1)
Traffic 029:
10158 (1) ·
10200 (1) ·
10502 (1) ·
11000 (1) ·
1106 (1) ·
11100 (1) ·
12100 (1) ·
12500 (1) ·
12750 (1) ·
13888 (1) ·
1401 (1) ·
14200 (1) ·
14500 (1) ·
15000 (1) ·
16600 (1) ·
18500 (1) ·
20000 (1) ·
20500 (1) ·
21000 (1) ·
22600 (1) ·
2300 (1) ·
2302 (1) ·
23500 (1) ·
2569 (1) ·
3240 (1) ·
3825 (1) ·
500 (1) ·
5900 (1) ·
6100 (1) ·
6800 (1) ·
7100 (1) ·
7350 (1) ·
8368 (1) ·
8950 (1) ·
9100 (1) ·
9200 (1) ·
9625 (1) ·
9900 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
108 (1) ·
117 (1) ·
118 (1) ·
139 (1) ·
148 (1) ·
153 (1) ·
157 (1) ·
165 (1) ·
175 (1) ·
23 (1) ·
239 (1) ·
24 (1) ·
242 (1) ·
292 (1) ·
333 (1) ·
357 (1) ·
375 (1) ·
397 (1) ·
40 (1) ·
41 (1) ·
410 (1) ·
42 (1) ·
422 (1) ·
424 (1) ·
44 (1) ·
45 (1) ·
477 (1) ·
516 (1) ·
626 (1) ·
650 (1) ·
69 (1) ·
7 (1) ·
72 (1) ·
78 (1) ·
82 (1) ·
90 (1) ·
91 (1) ·
95 (1) ·
96 (1)
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) ·
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: (Click arrow to add another value)
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 not over waterway. (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:
10042 (1) ·
10236 (1) ·
10584 (1) ·
11798 (1) ·
12291 (1) ·
12319 (1) ·
12752 (1) ·
13200 (1) ·
1324 (1) ·
15000 (1) ·
15528 (1) ·
15788 (1) ·
15962 (1) ·
1696 (1) ·
17176 (1) ·
17360 (1) ·
17697 (1) ·
18221 (1) ·
19085 (1) ·
19258 (1) ·
20994 (1) ·
21372 (1) ·
22121 (1) ·
24637 (1) ·
25158 (1) ·
26400 (1) ·
28801 (1) ·
2970 (1) ·
32098 (1) ·
33600 (1) ·
34700 (1) ·
3505 (1) ·
36435 (1) ·
3991 (1) ·
3994 (1) ·
40772 (1) ·
600 (1) ·
7980 (1)
Clearance 116:
Showing below up to 46 results in range #1 to #46.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
T
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
- Template:Bridge Data fetch
