Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Grant (1) ·
Greenacres City (1) ·
Lantana (1) ·
Melbourne (1) ·
Micco (1) ·
Ocean Ridge (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Tequesta village (1) ·
Titusville (1) ·
Valkaria (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'C-15 CANAL ' (1) ·
'Cabbage Slough ' (1) ·
'Cow Creek ' (1) ·
'CR-5A ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'FECRR ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Halifax River ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'Sottile Canal ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St Johns River Relief ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
I-95 (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'AUDUBON BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4118 ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Maytown Road ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-46 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'St Lucie West Blvd' (1) ·
'US-27 (SR-25) ' (1) ·
'WEST OCEAN DRIVE ' (1) ·
Grant Rd. (1) ·
I-95 (1) ·
Micco Rd. (1) ·
Valkaria Road (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
12200 (1) ·
1390 (1) ·
1400 (1) ·
1550 (1) ·
16340 (1) ·
1680 (1) ·
1900 (1) ·
19000 (1) ·
19575 (1) ·
20327 (1) ·
20958 (1) ·
21382 (1) ·
23250 (1) ·
25000 (1) ·
2600 (1) ·
28000 (1) ·
3000 (1) ·
3240 (1) ·
34500 (1) ·
3600 (1) ·
364 (1) ·
39500 (1) ·
40000 (1) ·
41500 (1) ·
47500 (1) ·
4800 (1) ·
55500 (1) ·
5850 (1) ·
5900 (1) ·
7100 (1) ·
7500 (1) ·
7850 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 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)
Future 114:
10150 (1) ·
10236 (1) ·
12318 (1) ·
13012 (1) ·
171592 (1) ·
1737 (1) ·
2000 (1) ·
21167 (1) ·
23686 (1) ·
2429 (1) ·
2603 (1) ·
28350 (1) ·
2915 (1) ·
3120 (1) ·
3296 (1) ·
32965 (1) ·
3505 (1) ·
35268 (1) ·
3600 (1) ·
36362 (1) ·
37098 (1) ·
40339 (1) ·
43375 (1) ·
440 (1) ·
48580 (1) ·
59858 (1) ·
6017 (1) ·
6246 (1) ·
68533 (1) ·
69400 (1) ·
7114 (1) ·
72002 (1) ·
82412 (1) ·
96292 (1) ·
9812 (1)
Clearance 116:
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