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.
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-1 Canal ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'PHIPP CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-76 & St. Lucie Canal ' (1)
'CR712 MDWYRD 150.3' (1) ·
'MURPHY RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 TPK 134.1 ' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR - 714 ' (1)
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'0.25MI SOUTH OF SR-708 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
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81063625 (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 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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 not over waterway. (1)
Showing below up to 23 results in range #1 to #23.
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