Drilldown: bridge data
From Indian River Lagoon Project
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'Berrys Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'LWDD L-14 Cnl ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
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'SR 91 TPK ' (1) ·
'SR-507 ' (1) ·
'Turnbull Creek ' (1)
'10TH AVE. NORTH ' (1) ·
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'BARWICK RD ' (1) ·
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'Hagen Ranch Road ' (1) ·
'Haverhill Rd ' (1) ·
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'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W LAKE RD CR-717 ' (1)
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'At S Military Trail ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1)
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81232561 (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 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)
Showing below up to 23 results in range #1 to #23.
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