Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
26625 (1) ·
54175 (1) ·
55385 (1) ·
74625 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Glen Ridge (1) ·
Greenacres City (1) ·
Indiantown village (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
Palm Beach Gardens (1) ·
Palm Springs village (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Barge Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'COLLIER CREEK ' (1) ·
'CPB20 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) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-513 ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'FLEMING STREET ' (1) ·
'HICKORY DRIVE ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'MADRID STREET ' (1) ·
'MURPHY RD ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'PURDY LANE ' (1) ·
'RAVEN COURT ' (1) ·
'Riverbend Park Rd ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'SILVER FOX LANE ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR-3 ' (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) ·
'WALLIS ROAD ' (1) ·
'WB SR 802 Lake Ave' (1) ·
'WEST OCEAN DRIVE ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1950 (1) ·
1955 (1) ·
1956 (1) ·
1957 (1) ·
1959 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1966 (1) ·
1967 (1) ·
1969 (1) ·
1970 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1976 (1) ·
1978 (1) ·
1981 (1) ·
1983 (1) ·
1984 (1) ·
1986 (1) ·
1987 (1) ·
1994 (1) ·
1996 (1) ·
1997 (1) ·
2002 (1) ·
2009 (1)
Traffic 029:
1000 (1) ·
1050 (1) ·
13300 (1) ·
1440 (1) ·
14500 (1) ·
1500 (1) ·
1550 (1) ·
190 (1) ·
2050 (1) ·
21000 (1) ·
2302 (1) ·
24000 (1) ·
25000 (1) ·
2600 (1) ·
3825 (1) ·
400 (1) ·
428 (1) ·
440 (1) ·
4850 (1) ·
500 (1) ·
5200 (1) ·
600 (1) ·
630 (1) ·
6900 (1) ·
7161 (1) ·
720 (1) ·
7200 (1) ·
7300 (1) ·
7350 (1) ·
8100 (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) ·
11971 (1) ·
12424 (1) ·
12492 (1) ·
12666 (1) ·
12752 (1) ·
1350 (1) ·
14054 (1) ·
1562 (1) ·
16482 (1) ·
1728 (1) ·
2000 (1) ·
2020 (1) ·
23076 (1) ·
25158 (1) ·
2603 (1) ·
2689 (1) ·
3120 (1) ·
330 (1) ·
3556 (1) ·
36435 (1) ·
3994 (1) ·
41640 (1) ·
43375 (1) ·
535 (1) ·
600 (1) ·
625 (1) ·
694 (1) ·
720 (1) ·
763 (1) ·
7980 (1) ·
8415 (1) ·
880 (1) ·
9022 (1)
Clearance 116:
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