Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Lantana Road ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'BROWNS FARM/CR-827' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CR 880 ' (1) ·
'DAVIS ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hypoluxo to SB I95' (1) ·
'IBIS WAY ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lantana to I 95 SB' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MERCER AVE ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PARK COMMERCE BLVD' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 811 to SB I-95 ' (1) ·
'VANDEGRIFT-WILL RD' (1)
930038 (1) ·
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'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'CR 880 AT SIX MILE BEND ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'NW quad SR811/786 intchge' (1)
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80162888 (1) ·
80293882 (1) ·
80321756 (1) ·
80345484 (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 23 results in range #1 to #23.
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