Drilldown: bridge data
From Indian River Lagoon Project
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'Alamana Canal ' (1) ·
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'L.W.D.D L-14 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
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'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
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'US-1 ' (1) ·
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Six Mile Creek (1)
'Cassadaga Road ' (1) ·
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'Magnolia Avenue ' (1) ·
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'SR-700 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SW 18th Street ' (1) ·
'SW 18th STREET EB ' (1) ·
'US-17 ' (1) ·
'WB N. Lake Blvd. ' (1) ·
SR-46 (1)
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'0.05 MI W of NW 4TH AVE ' (1) ·
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'0.25 mi. N of County Line' (1) ·
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'0.3MI N of SR-706 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-17 over Deep Creek ' (1) ·
SR-46 over Six Mile Cr (1)
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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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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)
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