Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Place 004:
Royal Palm Beach village
& Inspect Date 090:
04-17
& Direction 102:
2 - way
Use the filters below to narrow your results.
'BOBWHITE ROAD ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PIONEER ROAD ' (1) ·
'PONCE DE LEON ST ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 80/Southern Bld' (1) ·
'US-98 (SR-80) ' (1)
930402 (1) ·
930527 (1) ·
934221 (1) ·
934240 (1) ·
937350 (1) ·
937351 (1) ·
937353 (1) ·
937354 (1) ·
937355 (1) ·
937356 (1) ·
937357 (1) ·
937358 (1) ·
937359 (1) ·
937360 (1) ·
937366 (1) ·
937367 (1)
'0.03MI W OF DOVE CIRCLE ' (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 SEM PRATT WHIT' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.3MI W OF RYL PALM BH BL' (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) ·
'2 miles west of Turnpike ' (1) ·
'4 miles west of SR 7 ' (1) ·
'82FT EAST OF SR-7 ' (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 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 not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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