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.
'BOYNTON CANAL C-16 ' (1) ·
'Dirksen Drive ' (1) ·
'FECRR ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'KRUEGER CREEK ' (1) ·
'LATERAL B CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Palmetto Park Road ' (1) ·
'SR-524 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'US-1 ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'10TH AVE. NORTH ' (1) ·
'16TH ST ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'EB SR 704 ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I 95 NB ' (1) ·
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'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
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'PRIMA VISTA BLVD. ' (1) ·
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'SR-5/S. Olive Ave.' (1) ·
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'US-1 (SR-5) ' (1) ·
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'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI E of SR-76 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'Boca Raton ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 - FECRR ' (1)
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81170430 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 23 results in range #1 to #23.