Drilldown: bridge data
From Indian River Lagoon Project
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Indian River ICW (1)
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 152.5' (1) ·
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'.2mi East of US-27 ' (1) ·
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'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
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'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
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'SR-44 - Indian River ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 over 11th Canal ' (1) ·
SR-518 over Indian River (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
10800 (1) ·
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52050 (1) ·
52918 (1) ·
61592 (1) ·
69920 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
Showing below up to 33 results in range #1 to #33.