Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
None (1) ·
30975 (1) ·
54175 (1) ·
55385 (1) ·
58725 (1) ·
74625 (1) ·
77275 (1) ·
DeBary (1) ·
Deltona (1) ·
Greenacres City (1) ·
Jupiter (1) ·
Lake Park (1) ·
Vero Beach (1)
'Banana River Relief East' (1) ·
'BESSEY CREEK ' (1) ·
'Dirksen Drive ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL ' (1) ·
'Padgett Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1)
'21ST ST SW ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1)
700082 (1) ·
700148 (1) ·
790042 (1) ·
790099 (1) ·
790941 (1) ·
880053 (1) ·
884019 (1) ·
884047 (1) ·
890082 (1) ·
890085 (1) ·
930159 (1) ·
930239 (1) ·
930334 (1) ·
940049 (1) ·
940050 (1) ·
940082 (1)
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB-Banana River ' (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)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 16 results in range #1 to #16.
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