Drilldown: bridge data
From Indian River Lagoon Project
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13805 (1) ·
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'11th Street Canal ' (1) ·
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'LWDD LAT CANAL 17 ' (1) ·
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'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1)
'Alta Drive ' (1) ·
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'HYPOLUXO ROAD EB ' (1) ·
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'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lantern Park Drive' (1) ·
'LYONS ROAD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
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'MINER RD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALMETTO PK RD EB ' (1) ·
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'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
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937706 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
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'1.1MI W OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At LPGA Blvd. ' (1) ·
'CR-4078 & Lantern Park Dr' (1)
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81025160 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 27 results in range #1 to #27.