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) ·
24350 (1) ·
45775 (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
Belle Glade (1) ·
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Lake Park (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Melbourne Village (1) ·
Merritt Island (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Riviera Beach (1) ·
Tequesta village (1) ·
Titusville (1) ·
Viera (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'C-23 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-84 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'FECRR ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'Indian River Relief East' (1) ·
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'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'Sykes Creek ' (1) ·
'US-192 ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Lake Washington Road (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
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'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Sea Ray Drive ' (1) ·
'SHINN ROAD ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1) ·
I-95 SB (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
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1202 (1) ·
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1800 (1) ·
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213000 (1) ·
21500 (1) ·
226000 (1) ·
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23000 (1) ·
2600 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
40500 (1) ·
41250 (1) ·
6300 (1) ·
68000 (1) ·
68500 (1) ·
7161 (1) ·
7500 (1) ·
76000 (1) ·
8100 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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:
10930 (1) ·
117980 (1) ·
118848 (1) ·
12424 (1) ·
13012 (1) ·
131860 (1) ·
1375 (1) ·
1390 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
19606 (1) ·
20300 (1) ·
21254 (1) ·
22989 (1) ·
23076 (1) ·
23596 (1) ·
27413 (1) ·
3123 (1) ·
32400 (1) ·
33399 (1) ·
35568 (1) ·
369555 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
3991 (1) ·
4000 (1) ·
4511 (1) ·
53785 (1) ·
70268 (1) ·
71569 (1)
Clearance 116:
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