Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
24350 (1) ·
54175 (1) ·
58725 (1) ·
74200 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
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Indiantown village (1) ·
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Palm Bay (1) ·
South Daytona (1) ·
Tequesta village (1) ·
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'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'E-1 CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'North Relief Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Rowland Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'WPB Drainage Canal ' (1) ·
Addison Canal (1)
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Traffic 029:
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) ·
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)
Future 114:
Showing below up to 47 results in range #1 to #47.
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