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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
55385 (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Glen Ridge (1) ·
Highland Beach (1) ·
Indiantown village (1) ·
Jupiter (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Sebastian (1) ·
Sewall's Point (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'MAIN CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'ROY'S SWALE ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-513 ' (1) ·
'TIDAL CANAL ' (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'FLEMING STREET ' (1) ·
'HICKORY DRIVE ' (1) ·
'HURON WAY ' (1) ·
'LARCH AVE ' (1) ·
'Levee Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MURPHY RD ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'Riverbend Park Rd ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-404 WB ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 18TH ST ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Built 027:
1950 (1) ·
1952 (1) ·
1956 (1) ·
1957 (1) ·
1958 (1) ·
1959 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1970 (1) ·
1972 (1) ·
1974 (1) ·
1980 (1) ·
1981 (1) ·
1983 (1) ·
1986 (1) ·
1987 (1) ·
1992 (1) ·
1994 (1) ·
2002 (1) ·
2003 (1) ·
2009 (1)
Traffic 029:
1000 (1) ·
120 (1) ·
13300 (1) ·
1500 (1) ·
1550 (1) ·
190 (1) ·
200 (1) ·
2050 (1) ·
21000 (1) ·
2302 (1) ·
24000 (1) ·
25000 (1) ·
3100 (1) ·
3825 (1) ·
4 (1) ·
400 (1) ·
4000 (1) ·
4200 (1) ·
428 (1) ·
440 (1) ·
4850 (1) ·
500 (1) ·
5200 (1) ·
5500 (1) ·
6 (1) ·
600 (1) ·
6124 (1) ·
630 (1) ·
7161 (1) ·
7400 (1) ·
950 (1) ·
9500 (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:
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:
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 not over waterway. (1)
Future 114:
1041 (1) ·
10625 (1) ·
12424 (1) ·
12839 (1) ·
1562 (1) ·
1647 (1) ·
16482 (1) ·
200 (1) ·
2000 (1) ·
2020 (1) ·
23076 (1) ·
2603 (1) ·
2689 (1) ·
300 (1) ·
330 (1) ·
3556 (1) ·
36435 (1) ·
3994 (1) ·
41640 (1) ·
43375 (1) ·
4338 (1) ·
4500 (1) ·
535 (1) ·
6 (1) ·
600 (1) ·
625 (1) ·
694 (1) ·
6940 (1) ·
763 (1) ·
7980 (1) ·
8415 (1) ·
9 (1) ·
9022 (1) ·
9543 (1)
Clearance 116:
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