Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
58725 (1) ·
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Cocoa (1) ·
Daytona Beach (1) ·
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Stuart (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'CANAL L-20 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
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101541 (1) ·
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10516 (1) ·
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38750 (1) ·
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41250 (1) ·
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47500 (1) ·
5300 (1) ·
5450 (1) ·
55000 (1) ·
5900 (1) ·
6042 (1) ·
77000 (1) ·
8950 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
104 (1) ·
119 (1) ·
120 (1) ·
121 (1) ·
125 (1) ·
127 (1) ·
134 (1) ·
140 (1) ·
143 (1) ·
148 (1) ·
149 (1) ·
150 (1) ·
151 (1) ·
156 (1) ·
157 (1) ·
158 (1) ·
179 (1) ·
28 (1) ·
291 (1) ·
397 (1) ·
41 (1) ·
410 (1) ·
53 (1) ·
536 (1) ·
596 (1) ·
610 (1) ·
68 (1) ·
699 (1) ·
708 (1) ·
709 (1) ·
746 (1) ·
750 (1) ·
783 (1) ·
79 (1) ·
83 (1) ·
89 (1) ·
935 (1) ·
96 (1)
Width 052:
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 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) ·
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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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)
Future 114:
10236 (1) ·
10875 (1) ·
13145 (1) ·
133595 (1) ·
15528 (1) ·
17350 (1) ·
176174 (1) ·
17697 (1) ·
21372 (1) ·
24000 (1) ·
25375 (1) ·
28628 (1) ·
29707 (1) ·
32098 (1) ·
32445 (1) ·
32965 (1) ·
36435 (1) ·
37302 (1) ·
39038 (1) ·
3990 (1) ·
40773 (1) ·
41640 (1) ·
43375 (1) ·
44197 (1) ·
49447 (1) ·
52050 (1) ·
52918 (1) ·
59413 (1) ·
62460 (1) ·
67231 (1) ·
6940 (1) ·
71569 (1) ·
75472 (1) ·
82412 (1) ·
9196 (1) ·
9456 (1) ·
95425 (1)
Clearance 116:
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