Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-401 SB ' (1) ·
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'SR-510 Wabasso Rd ' (1) ·
'SR-520 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'US-1 ' (1) ·
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'0.1MI E of SW 9TH AVE ' (1) ·
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'0.7Mi East of US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
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'2.6 MI S OF FT PIER INTCH' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR 520 EB - Indian River ' (1) ·
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'SR-528 WB - CR-515 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Turkey Creek ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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80590233 (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 29 results in range #1 to #29.
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