Drilldown: bridge data
From Indian River Lagoon Project
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30975 (1) ·
54175 (1) ·
74625 (1) ·
77275 (1) ·
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Fort Pierce (1) ·
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North Palm Beach village (1) ·
Port Orange (1) ·
Sebastian (1) ·
Titusville (1) ·
West Palm Beach (1)
'BESSEY CREEK ' (1) ·
'CANAL E-4 ' (1) ·
'City St. & Crane Creek ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'FECRR ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax River ' (1) ·
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'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1)
'53RD STREET ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
'Enterprise Rd. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 22ND WAY ' (1) ·
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'0.1MI E of SW 9TH AVE ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1MI Wof CR-615(66th St)' (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) ·
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'3.0 MI NORTH OF SR-704 ' (1) ·
'A1A on Singer Island ' (1) ·
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'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
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'STUART TPK INTERCHANGE ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Turkey 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 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)
Showing below up to 25 results in range #1 to #25.
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