Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'C-24 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'JOANN CANAL ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Sykes Creek ' (1) ·
'TIDAL CANAL ' (1)
'BEL LIDO DRIVE ' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'Crosstown Parkway ' (1) ·
'HURON WAY ' (1) ·
'Levee Road ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SIMARA STREET ' (1) ·
'SR-520 ' (1)
700193 (1) ·
880044 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884039 (1) ·
894019 (1) ·
894021 (1) ·
894048 (1) ·
895504 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
935209 (1) ·
935210 (1) ·
935900 (1) ·
945274 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'SR-520 - Sykes Creek ' (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 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)
Showing below up to 17 results in range #1 to #17.
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