Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Aurantia Rd. ' (1) ·
'Berrys Canal ' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Dirksen Dr ' (1) ·
'FECRR ' (1) ·
'I-4 ' (1) ·
'Padgett Creek ' (1) ·
'SALERNO CREEK ' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'US-1 ' (1)
'DIXIE HWY (A1A) ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1)
700002 (1) ·
700029 (1) ·
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700103 (1) ·
700116 (1) ·
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940134 (1)
'.75 Mile South Midway Rd.' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-95 over Midway Road ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-472 WB over I-4 ' (1)
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81170942 (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)
Showing below up to 23 results in range #1 to #23.
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