Drilldown: bridge data
From Indian River Lagoon Project
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
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'EL RIO CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
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'I-95 ' (1) ·
'Jupiter Creek ' (1) ·
'L-19 Canal ' (1) ·
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'LATERAL A CANAL ' (1) ·
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'LATERAL C CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'S-5 Discharge Canal ' (1) ·
'South Relief Canal ' (1) ·
'SR-46 ' (1) ·
'Turkey Creek ' (1) ·
'Yacht Club Cut ' (1) ·
Banana River Relief (1) ·
Horse Creek (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'65TH ST. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'97 TH STREET ' (1) ·
'BRITT RD ' (1) ·
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'Levee Road ' (1) ·
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'PGA Blvd. (SR 786)' (1) ·
'Service Road ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 ' (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'100FT E OF SOUTH LAKE DR ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1Mi W of US-1 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT 141st ST ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'CR-516 over I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over SR-46 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (1) ·
US-1 over Horse 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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
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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