Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HALF MILE LAKE ' (1) ·
'RETENTION POND ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 N/S TPK ' (1)
'BRANT DR/CARL BOTT' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'DYER PARK ROAD ' (1) ·
'GETTYSBURG DR ' (1) ·
'I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1)
894001 (1) ·
930294 (1) ·
931011 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
935501 (1) ·
940050 (1) ·
940053 (1) ·
945255 (1) ·
945257 (1) ·
945258 (1) ·
945262 (1) ·
945263 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR-710 TPK Interchange ' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 14 results in range #1 to #14.
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