Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
30975 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
Belle Glade (1) ·
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Cocoa (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Indialantic (1) ·
Melbourne (1) ·
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North Palm Beach village (1) ·
Port Orange (1) ·
Sebastian (1) ·
Titusville (1) ·
Vero Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL E-4 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'JOANN CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-513 ' (1) ·
'St. Lucie Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Enterprise Rd. ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
10200 (1) ·
10502 (1) ·
11500 (1) ·
1260 (1) ·
13300 (1) ·
134 (1) ·
1550 (1) ·
15800 (1) ·
20300 (1) ·
21000 (1) ·
24317 (1) ·
250 (1) ·
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25474 (1) ·
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36000 (1) ·
400 (1) ·
4050 (1) ·
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46600 (1) ·
5900 (1) ·
6363 (1) ·
6480 (1) ·
68700 (1) ·
6960 (1) ·
7400 (1) ·
8250 (1) ·
8950 (1) ·
9200 (1) ·
936 (1) ·
9700 (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 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:
Rebuilt 106:
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 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) ·
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) ·
1124 (1) ·
11243 (1) ·
119194 (1) ·
121 (1) ·
12839 (1) ·
14314 (1) ·
15528 (1) ·
15962 (1) ·
16830 (1) ·
17697 (1) ·
18221 (1) ·
19952 (1) ·
200 (1) ·
2186 (1) ·
23076 (1) ·
232 (1) ·
2689 (1) ·
27413 (1) ·
300 (1) ·
35220 (1) ·
36435 (1) ·
42189 (1) ·
43375 (1) ·
44197 (1) ·
45978 (1) ·
5062 (1) ·
52918 (1) ·
61592 (1) ·
62460 (1) ·
694 (1) ·
7636 (1) ·
77034 (1) ·
80851 (1) ·
8352 (1)
Clearance 116:
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