Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Inspect Date 090:
10-16
Use the filters below to narrow your results.
'ELKCAM WATERWAY ' (1) ·
'GARDEN CANAL ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JOANN CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'St. Lucie Canal ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-528 ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1)
700203 (1) ·
700221 (1) ·
880051 (1) ·
884019 (1) ·
884027 (1) ·
884028 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
884058 (1) ·
884060 (1) ·
885601 (1) ·
890107 (1) ·
890132 (1) ·
890133 (1) ·
930361 (1) ·
935206 (1)
'0.1MI E of SW 9TH AVE ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A on Singer Island ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'US-1 over Turkey 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 17 results in range #1 to #17.
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