Drilldown: bridge data
From Indian River Lagoon Project
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'BOLLES CANAL (L-21) ' (1) ·
'DITCH NO. 46 ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Tillman Canal ' (1)
'Aviation Ave. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-512 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'Eldron Blvd ' (1) ·
'ELLISON WILSON RD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'HOLLY DRIVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'US-27 (SR-25) ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
705907 (1) ·
705908 (1) ·
880041 (1) ·
880062 (1) ·
884068 (1) ·
930237 (1) ·
930342 (1) ·
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944012 (1)
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
26280864 (1) ·
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26291628 (1) ·
26304669 (1) ·
26314090 (1) ·
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80074249 (1) ·
80074389 (1) ·
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80245245 (1) ·
80365199 (1) ·
80383595 (1) ·
80394642 (1) ·
80401484 (1) ·
80424182 (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)
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 22 results in range #1 to #22.
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