Drilldown: bridge data
From Indian River Lagoon Project
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'BULLDOG CANAL ' (1) ·
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'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'Middle Haw Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
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'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
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'65TH ST. ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CARTER RD. ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CR-717 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712A (MCCARTY RD' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Martin Downs Bd' (1) ·
'Girard Blvd. ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1)
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'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
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'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.6MI N OF SR-60 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192EB - Sawgrass Creek' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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)
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9625 (1)
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