Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie
& Channel 061:
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.
& Direction 102:
2 - way
Use the filters below to narrow your results.
'BELCHER C-25 CANAL ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-104 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Header Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Moore's Creek ' (1) ·
'MOORES CREEK ' (1) ·
'Taylor Creek ' (1) ·
'Taylor Creek(C-25 Canal)' (1)
'CR-68 (Orange Ave)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'Crosstown Parkway ' (1) ·
'DUNN ROAD ' (1) ·
'JORGENSEN RD ' (1) ·
'Juanita Ave. ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR. ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR A1A ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1)
940003 (1) ·
940004 (1) ·
940009 (1) ·
940070 (1) ·
940084 (1) ·
940085 (1) ·
940151 (1) ·
940152 (1) ·
940158 (1) ·
944012 (1) ·
944014 (1) ·
944015 (1) ·
944017 (1) ·
945000 (1) ·
945252 (1) ·
945257 (1) ·
945265 (1) ·
945270 (1) ·
945274 (1)
'0.1Mi W of US-1 ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Showing below up to 19 results in range #1 to #19.
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