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:
Route 005d:
Features 006a:
'Banana River ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal C-51 ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FEC Railroad ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lantana Road ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Pine Street ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Range Line Canal ' (1) ·
'SR 70 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'US-1 ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Miles South of US-192' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-704 Over SR-91 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1957 (1) ·
1962 (1) ·
1964 (1) ·
1972 (1) ·
1973 (1) ·
1975 (1) ·
1980 (1) ·
1986 (1) ·
1988 (1) ·
1989 (1) ·
1990 (1) ·
1991 (1) ·
1993 (1) ·
1994 (1) ·
1995 (1) ·
1997 (1) ·
1998 (1) ·
1999 (1) ·
2000 (1) ·
2001 (1) ·
2003 (1) ·
2006 (1) ·
2008 (1) ·
2009 (1) ·
2010 (1) ·
2011 (1) ·
2012 (1) ·
2015 (1) ·
2016 (1)
Traffic 029:
10000 (1) ·
101 (1) ·
11000 (1) ·
120 (1) ·
12000 (1) ·
13000 (1) ·
13250 (1) ·
14500 (1) ·
15250 (1) ·
17500 (1) ·
18000 (1) ·
19000 (1) ·
19200 (1) ·
19900 (1) ·
200 (1) ·
20000 (1) ·
20150 (1) ·
25170 (1) ·
25250 (1) ·
32500 (1) ·
32750 (1) ·
33000 (1) ·
3400 (1) ·
3550 (1) ·
36000 (1) ·
38000 (1) ·
39250 (1) ·
4000 (1) ·
47500 (1) ·
5760 (1) ·
6100 (1) ·
6400 (1) ·
9200 (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 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: (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:
10584 (1) ·
11104 (1) ·
11520 (1) ·
12000 (1) ·
150 (1) ·
15000 (1) ·
15962 (1) ·
174 (1) ·
20820 (1) ·
21600 (1) ·
22555 (1) ·
22989 (1) ·
24000 (1) ·
25158 (1) ·
26459 (1) ·
30362 (1) ·
31462 (1) ·
32965 (1) ·
34526 (1) ·
34960 (1) ·
400 (1) ·
40625 (1) ·
420 (1) ·
43809 (1) ·
56821 (1) ·
57255 (1) ·
5899 (1) ·
6159 (1) ·
62460 (1) ·
65930 (1) ·
68099 (1) ·
6940 (1) ·
73250 (1) ·
82412 (1)
Clearance 116:
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