Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
None (1) ·
55385 (1) ·
74625 (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Clarke Shores (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
South Bay (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR-515 & Indian River ' (1) ·
'E-1 CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-8 CANAL ' (1) ·
'Lake Ida Road ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Palm Beach Lake Blvd ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-513 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'St. Johns River ' (1) ·
'Sykes Creek ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'6TH AVE SO. WB ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'BOB W RD 130TH ST.' (1) ·
'CR-4118 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JUPITER BEACH RD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Ida Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-80 ' (1) ·
'SR-A1A ' (1) ·
'SW THIRD ST ' (1) ·
'WB SR704 to SB I95' (1) ·
'WEST LAKE DRIVE ' (1) ·
SR-518 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
101541 (1) ·
104500 (1) ·
10516 (1) ·
106500 (1) ·
11500 (1) ·
116000 (1) ·
12200 (1) ·
12250 (1) ·
13300 (1) ·
1600 (1) ·
16600 (1) ·
19500 (1) ·
2000 (1) ·
21000 (1) ·
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23000 (1) ·
25474 (1) ·
255 (1) ·
2700 (1) ·
3000 (1) ·
30000 (1) ·
30500 (1) ·
3450 (1) ·
35500 (1) ·
40500 (1) ·
440 (1) ·
4500 (1) ·
4800 (1) ·
5500 (1) ·
5900 (1) ·
7500 (1) ·
800 (1) ·
85750 (1)
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
102 (1) ·
11 (1) ·
124 (1) ·
14 (1) ·
148 (1) ·
15 (1) ·
19 (1) ·
20 (1) ·
263 (1) ·
27 (1) ·
305 (1) ·
341 (1) ·
37 (1) ·
372 (1) ·
38 (1) ·
42 (1) ·
49 (1) ·
515 (1) ·
53 (1) ·
55 (1) ·
57 (1) ·
58 (1) ·
610 (1) ·
64 (1) ·
66 (1) ·
68 (1) ·
696 (1) ·
700 (1) ·
701 (1) ·
702 (1) ·
746 (1) ·
8 (1) ·
83 (1) ·
85 (1) ·
884 (1) ·
9 (1)
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:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
10236 (1) ·
126 (1) ·
13012 (1) ·
13145 (1) ·
1388 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
1920 (1) ·
19952 (1) ·
201260 (1) ·
21167 (1) ·
21254 (1) ·
23076 (1) ·
2500 (1) ·
28801 (1) ·
300 (1) ·
33832 (1) ·
3600 (1) ·
36435 (1) ·
37302 (1) ·
39905 (1) ·
44197 (1) ·
46846 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
6017 (1) ·
6073 (1) ·
61592 (1) ·
694 (1) ·
70268 (1) ·
7114 (1) ·
9625 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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