Drilldown: bridge data
From Indian River Lagoon Project
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'C-23 CANAL ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'HAULOVER CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'COURTENAY PARKWAY ' (1) ·
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'I 95 NB SR 9 ' (1) ·
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'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
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700029 (1) ·
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703004 (1) ·
790079 (1) ·
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894003 (1) ·
930335 (1) ·
930336 (1) ·
930373 (1) ·
930375 (1) ·
930497 (1) ·
930498 (1) ·
940121 (1)
'.75 miles South of SR-882' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'Hull Road - I-95 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'US-1 over Turkey Creek ' (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) ·
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 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)
None (1) ·
12318 (1) ·
12424 (1) ·
131860 (1) ·
13360 (1) ·
148776 (1) ·
176174 (1) ·
23076 (1) ·
2950 (1) ·
39905 (1) ·
45978 (1) ·
7808 (1)
Showing below up to 15 results in range #1 to #15.
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