Drilldown: bridge data
From Indian River Lagoon Project
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'JOANN CANAL ' (1) ·
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'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'RANGE LINE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1)
'21ST ST SW ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CAMINO GARDENS BL ' (1) ·
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'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'INDIAN RIV BLVD NB' (1) ·
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'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1)
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'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) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-44 - Indian River ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'WB SR800.2Mi west of US-1' (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 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 not over waterway. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
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694 (1) ·
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77034 (1) ·
80851 (1) ·
8352 (1)
Showing below up to 32 results in range #1 to #32.