Drilldown: bridge data
From Indian River Lagoon Project
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19563 (1)
'C. Stanley Weaver Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-1 ' (1) ·
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'CHENEY WAY/CSX RR ' (1) ·
'CYPRESS CREEK ' (1) ·
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'L-38 CANAL ' (1) ·
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'Lateral "B" Canal ' (1) ·
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'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
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'Main Relief Canal ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'27th Street ' (1) ·
'5th Street ' (1) ·
'ARMONE PLACE ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'JOG ROAD SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
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'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PARK AVE. W. ' (1) ·
'PIONEER ROAD ' (1) ·
'S. VERDE TRAIL ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 23RD AVE. ' (1)
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'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
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'1.1MI W OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
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'20ft. E of 58th Ave/CR613' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At S Military Trail ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1)
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81161879 (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 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 28 results in range #1 to #28.
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