Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BRANCH OF ICWW ' (1) ·
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'I-95 (SR-9) ' (1) ·
'JONES CREEK ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SIMS CREEK ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tide Relief Canal ' (1)
'CENTER STREET ' (1) ·
'CENTRAL BLVD ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB SR 5 (US-1) ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
894019 (1) ·
930361 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930392 (1) ·
930394 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
931012 (1) ·
934116 (1) ·
934125 (1) ·
934146 (1) ·
934147 (1) ·
934179 (1) ·
936550 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'03 mi N of SR 706 ' (1) ·
'A1A on Singer Island ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR 91 at Jupiter Interch ' (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 not over waterway. (1)
Showing below up to 19 results in range #1 to #19.
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