Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Blue Lake Equalizer ' (1) ·
'CANAL ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'HAULOVER CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
I-95 (1)
'Citrus Blvd ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'Dairy Rd ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Fox Lake Rd. ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hull Road ' (1) ·
'IBIS WAY ' (1) ·
'INLET CAY DR. ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'Marsh Road ' (1) ·
'MINUTE MAID RD 165' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Old Dixie Highway ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PICOS RD 154.90 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'Tomoka Farms Rd. ' (1) ·
'Williams Road ' (1) ·
Grant Rd. (1) ·
Valkaria Road (1)
700129 (1) ·
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703004 (1) ·
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'0.04Mi W OF A1A ' (1) ·
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'0.1MI WEST OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'Citrus Blvd - I-95 ' (1) ·
'Dairy Rd - I-95 ' (1) ·
'Hull Road - I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
Valkaria Road and I-95 (1)
26212592 (1) ·
26212629 (1) ·
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81160318 (1) ·
81162375 (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 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 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) ·
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 23 results in range #1 to #23.