Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'CANAL ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Conners Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'LAKE IDA CANAL ' (1) ·
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'LWDD L-30 CANAL ' (1) ·
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'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Banana River Relief (1)
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB SR60 ' (1) ·
'IBIS WAY ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD ' (1) ·
'MERCER AVE ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-44 ' (1) ·
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'SR-700 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SW 22ND WAY ' (1) ·
SR-520 (1)
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'0.1MI WEST OF A1A ' (1) ·
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'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.8 MI W OF US-1 ' (1) ·
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'1.0M S OF OKEECHOBEE BLVD' (1) ·
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'150 FT E of SW 10TH ST ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
SR-520 - Banana River (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 28 results in range #1 to #28.