Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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ObjectID:
None (1) ·
24350 (1) ·
54175 (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Lake Park (1) ·
Melbourne (1) ·
Melbourne Village (1) ·
Merritt Island (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
South Daytona (1) ·
Tequesta village (1) ·
West Palm Beach (1)
'Belvedere Road ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CANAL E-84 ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR - Tymber Crk Rd ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LEVEE NO.8 ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'Tomoka River ' (1) ·
'US-192 ' (1) ·
Lake Washington Road (1)
Facility 007:
Number 008:
'.2MI S of LINDELL BLVD ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
100 (1) ·
10000 (1) ·
114500 (1) ·
11700 (1) ·
12250 (1) ·
13600 (1) ·
15800 (1) ·
16250 (1) ·
17700 (1) ·
20500 (1) ·
21000 (1) ·
21500 (1) ·
226000 (1) ·
23000 (1) ·
24000 (1) ·
25250 (1) ·
2600 (1) ·
26000 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
41250 (1) ·
5000 (1) ·
5850 (1) ·
6174 (1) ·
68500 (1) ·
7500 (1) ·
8100 (1) ·
8500 (1) ·
8800 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
10150 (1) ·
10712 (1) ·
118848 (1) ·
13012 (1) ·
14054 (1) ·
14748 (1) ·
150 (1) ·
15000 (1) ·
15268 (1) ·
198658 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
27413 (1) ·
28194 (1) ·
30710 (1) ·
32400 (1) ·
35568 (1) ·
36435 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
41640 (1) ·
43809 (1) ·
4511 (1) ·
45110 (1) ·
53785 (1) ·
6000 (1) ·
71569 (1)
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