Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River ' (1) ·
'C-18 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
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'Donald Ross Road ' (1) ·
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'W.P.B. Canal (C-51) ' (1) ·
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'WPB CANAL C-51 ' (1)
'13th Street SW ' (1) ·
'16th Street ' (1) ·
'5th Street SW ' (1) ·
'Apollo Boulevard ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-611 43RD AVE. ' (1) ·
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'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
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'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-520 EB ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SW 15TH AVE ' (1) ·
'US-1 (SR-5) ' (1)
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'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'250ft North of SR-60 ' (1) ·
'5th St. SW at CR-611 ' (1) ·
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'Citrus Ave/FEC RR ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
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'I-95 SB - SR-520 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South Side of US-98 ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (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 29 results in range #1 to #29.