Drilldown: bridge data
From Indian River Lagoon Project
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'LATERAL CANAL #38 ' (1) ·
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'SR 91 TPK ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
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Indian River ICW (1)
'10TH AVE NORTH ' (1) ·
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'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'I 95 SR 9 ' (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 92.1 ' (1) ·
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'.2mi East of US-27 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
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'0.9MI W OF MILITARY TRAIL' (1) ·
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'1.0MI NORTH OF SR-708 ' (1) ·
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'1.2 MI NO OF LANTANA RD ' (1) ·
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'1.3 MI N OF STUART INTRCH' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1mi. N of North Lake Blvd' (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) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
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'SR-44 - Indian River ' (1) ·
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SR-518 over Indian River (1)
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85750 (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) ·
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) ·
119194 (1) ·
136198 (1) ·
148776 (1) ·
1730 (1) ·
1735 (1) ·
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27000 (1) ·
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28801 (1) ·
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46846 (1) ·
52050 (1) ·
52918 (1) ·
5500 (1) ·
61592 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1)
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