Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'ALLAMANDA BLVD. ' (1) ·
'AVENUE OF PGA ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'HICKORY DRIVE ' (1) ·
'HOLLY DRIVE ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LARCH AVE ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MADRID STREET ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1)
790099 (1) ·
790941 (1) ·
884065 (1) ·
937001 (1) ·
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937358 (1) ·
937359 (1) ·
937362 (1) ·
937366 (1)
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF OKEECHOBEE BLV' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1)
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80134748 (1) ·
80264868 (1) ·
81170942 (1) ·
81171026 (1)
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)
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)
Showing below up to 21 results in range #1 to #21.
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