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.
'EB Blue Heron Blvd' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'INLET CAY DR. ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Blue Heron Blvd' (1)
700197 (1) ·
700198 (1) ·
790163 (1) ·
790174 (1) ·
790175 (1) ·
890151 (1) ·
890152 (1) ·
890153 (1) ·
890154 (1) ·
890155 (1) ·
890156 (1) ·
890157 (1) ·
930467 (1) ·
930468 (1) ·
934142 (1) ·
934144 (1) ·
934360 (1) ·
936654 (1) ·
936655 (1)
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (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 19 results in range #1 to #19.
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