Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 Canal ' (1) ·
'CANAL C-24 ' (1) ·
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'CSX Railroad ' (1) ·
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'E-1 CANAL ' (1) ·
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'SR 91 TPK(FT PIERCE INT)' (1) ·
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Indian River Relief East (1)
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'SB I 95 to Cong Av' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
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'AT SR-7 (Range Line Rd) ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
SR-520 - Indian River Relief (1)
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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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 28 results in range #1 to #28.