Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie
& Service Under 042b:
Waterway
& Substructure 060:
Satisfactory
Use the filters below to narrow your results.
'BELCHER CANAL C-25 ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Long Creek ' (1) ·
'MOORES CREEK ' (1) ·
'N Fork St. Lucie River ' (1) ·
'TAYLOR CREEK ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB St. Lucie Blvd.' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'KEEN RD (CR-611) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SAVONA BLVD. ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'WB Prt St Lucie Bd' (1)
940003 (1) ·
940004 (1) ·
940009 (1) ·
940020 (1) ·
940026 (1) ·
940027 (1) ·
940029 (1) ·
940030 (1) ·
940037 (1) ·
940038 (1) ·
940041 (1) ·
940043 (1) ·
940045 (1) ·
940068 (1) ·
940139 (1) ·
940145 (1) ·
945256 (1)
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2mi. East of SR-91 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Showing below up to 17 results in range #1 to #17.
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