Drilldown: bridge data
From Indian River Lagoon Project
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'C-17 CANAL ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-2 Canal ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL ' (1) ·
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'Lateral A Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
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'NORTH FORK ST LUCIE RVR ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Sebastian Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'ST LUCIE CANAL ' (1) ·
'ST. LUCIE RIVER ' (1)
'16th St/College Ln' (1) ·
'Babcock Street ' (1) ·
'Benoist Farms Rd ' (1) ·
'CENTER DRIVE ' (1) ·
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'CR-76A ' (1) ·
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'RANGE LINERD CR609' (1) ·
'Taylor Road ' (1) ·
'W LAKE RD CR-717 ' (1) ·
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'0.1MI E OF US-441 SR-7 ' (1) ·
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'0.2 Mi E of ANCHOR AVE. ' (1) ·
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'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.8 MI W OF US-1 ' (1) ·
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'1.3 Mi. North of CR-606 ' (1) ·
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'1.74 Miles E of SR-710 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
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'2.0 Miles N of SR-806 ' (1) ·
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'3MI W OF CR-615 ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LYONS ROAD SOUTH OF SR-80' (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 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 29 results in range #1 to #29.