Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
'17th Avenue North ' (1) ·
'C-24 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'Military Trail ' (1) ·
'Sykes Creek ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'WPB STUB CANAL ' (1)
700193 (1) ·
930259 (1) ·
930319 (1) ·
930378 (1) ·
930401 (1) ·
930413 (1) ·
930434 (1) ·
930455 (1) ·
930456 (1) ·
931004 (1) ·
934208 (1) ·
934213 (1) ·
934902 (1) ·
934928 (1) ·
945274 (1)
'0.1MI W OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Lake Worth ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
160500 (1) ·
17700 (1) ·
18700 (1) ·
203082 (1) ·
236000 (1) ·
26500 (1) ·
30500 (1) ·
34000 (1) ·
39000 (1) ·
40000 (1) ·
40500 (1) ·
45000 (1) ·
46000 (1) ·
49000 (1) ·
77000 (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)
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)
133595 (1) ·
278468 (1) ·
30710 (1) ·
32445 (1) ·
352347 (1) ·
409460 (1) ·
45978 (1) ·
52917 (1) ·
58990 (1) ·
67665 (1) ·
69400 (1) ·
70268 (1) ·
78075 (1) ·
79810 (1) ·
85015 (1)
Showing below up to 15 results in range #1 to #15.
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