Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'CR-512 ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'McClure Road ' (1) ·
'SR-472 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'W LAKE RD CR-717 ' (1) ·
I-95 SB (1)
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
790055 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
884003 (1) ·
884063 (1) ·
884064 (1) ·
884067 (1) ·
934505 (1) ·
934553 (1) ·
936701 (1)
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR-472 over US-17/92 ' (1) ·
Over Fellsmere Canal (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 20 results in range #1 to #20.
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