Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C STANLEY WEAVER CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL E-84 ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Indian River Relief East' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (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) ·
'Miami Canal L-25 ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-507 ' (1) ·
Lake Washington Road (1)
'10TH AVE. NORTH ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'Hagen Ranch Road ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 NB ' (1) ·
'KELLER ROAD ' (1) ·
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'Levee Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
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'SR-404 WB ' (1) ·
'SR-507 ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-715 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
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'W LAKE RD CR-717 ' (1) ·
I-95 SB (1)
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'.2MI S of LINDELL BLVD ' (1) ·
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'1.8MI W OF SR-15 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'At John Stretch Park ' (1) ·
'At S Military Trail ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
I-95 SB -Lk Washington Rd (1)
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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)
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)
Showing below up to 32 results in range #1 to #32.