Drilldown: bridge data
From Indian River Lagoon Project
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12240 (1) ·
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'BOYNTON CANAL C-16 ' (1) ·
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Addison Canal (1) ·
Indian River Relief East (1) ·
Wickham Road (1)
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'I-95 ' (1) ·
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'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
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I-95 (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
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'0.8Mi NORTH OF CR-804 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
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I-95 over Addison Canal (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 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)
1000 (1) ·
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180 (1) ·
185298 (1) ·
19258 (1) ·
20 (1) ·
200 (1) ·
2186 (1) ·
27150 (1) ·
43375 (1) ·
6 (1) ·
63327 (1) ·
63328 (1) ·
78700 (1) ·
79810 (1) ·
8000 (1) ·
82412 (1) ·
9 (1)
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