Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Emerson Ave 27th A' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'INLET CAY DR. ' (1) ·
'JOG RD NB ' (1) ·
'LANTANA RD.CR-812 ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'US98/441 SR15/700 ' (1)
790163 (1) ·
790172 (1) ·
790174 (1) ·
790175 (1) ·
880088 (1) ·
890152 (1) ·
890153 (1) ·
890154 (1) ·
890155 (1) ·
890156 (1) ·
890157 (1) ·
934142 (1) ·
934144 (1) ·
934360 (1) ·
934948 (1) ·
934952 (1) ·
936654 (1) ·
936655 (1)
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2.8MI S OF SR-60 ' (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-44 - Indian River ' (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)
Showing below up to 18 results in range #1 to #18.
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