Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-3 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Pine Street ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 70 ' (1)
'CONGRESS AVE NB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dunn Avenue ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB US-27 SR-25 ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-406 ' (1) ·
'SR-407 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'St. Johns Heritage' (1)
700087 (1) ·
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'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Miles South of US-192' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1)
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80321939 (1) ·
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80475557 (1) ·
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80501889 (1) ·
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81152767 (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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