Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Australian Avenue ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CANAL ' (1) ·
'CR-3 ' (1) ·
'Drainage Canal ' (1) ·
'E-4 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'George King Blvd ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Over D Canal ' (1) ·
'Raulerson Canal ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
George King Blvd (1)
'HIGHLAND GOLF CRSE' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LE CHALET BLVD ' (1) ·
'Old Boynton Road ' (1) ·
'PINE RIDGE WAY ' (1) ·
'SR-404 EB ' (1) ·
'SR-700 ' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SUMMIT BLVD ' (1) ·
'Tangerine Drive ' (1) ·
SR-A1A SB (1)
700054 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
890126 (1) ·
890142 (1) ·
930451 (1) ·
930479 (1) ·
930800 (1) ·
934126 (1) ·
934228 (1) ·
934487 (1) ·
934981 (1) ·
935508 (1) ·
937714 (1)
'.25mi W OF I-95 ' (1) ·
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (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 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 16 results in range #1 to #16.
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