Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
55385 (1) ·
74625 (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Delray Beach (1) ·
Indiantown village (1) ·
Malabar (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
Sebastian (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'F.E.C. Railroad ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ashby Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SFWMD L-13 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-3 ' (1) ·
'SR-401 ' (1) ·
'SR-513 ' (1) ·
'Sykes Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Babcock St(CR-507)' (1) ·
'BOB W RD 130TH ST.' (1) ·
'CR-4118 ' (1) ·
'CR-700 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Hurley Blvd ' (1) ·
'Island Drive ' (1) ·
'Lake Ashby Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Highway ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Walter Boardman Ln' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
11500 (1) ·
12200 (1) ·
12250 (1) ·
13300 (1) ·
1340 (1) ·
143 (1) ·
1711 (1) ·
172 (1) ·
19500 (1) ·
21000 (1) ·
23000 (1) ·
250 (1) ·
25474 (1) ·
255 (1) ·
2600 (1) ·
3026 (1) ·
3300 (1) ·
3500 (1) ·
3600 (1) ·
4000 (1) ·
463 (1) ·
50 (1) ·
5900 (1) ·
605 (1) ·
6193 (1) ·
6724 (1) ·
7300 (1) ·
7500 (1) ·
883 (1)
Service On 042a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (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) ·
1050 (1) ·
1068 (1) ·
1250 (1) ·
12666 (1) ·
13012 (1) ·
1603 (1) ·
165 (1) ·
174 (1) ·
19952 (1) ·
2070 (1) ·
208 (1) ·
21167 (1) ·
21254 (1) ·
23076 (1) ·
300 (1) ·
33832 (1) ·
36435 (1) ·
39905 (1) ·
4320 (1) ·
44197 (1) ·
450 (1) ·
4511 (1) ·
4858 (1) ·
50 (1) ·
5205 (1) ·
560 (1) ·
5726 (1) ·
6073 (1) ·
6940 (1) ·
7157 (1) ·
7800 (1)
Clearance 116:
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