Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie
& Service Under 042b:
Waterway
& Channel 061:
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.
Use the filters below to narrow your results.
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19561 (1)
'BELCHER CANAL C-25 ' (1) ·
'C-104 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Canal No. 1 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Five Mile Creek ' (1) ·
'HOWARD CREEK ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TEN MILE CREEK ' (1)
'53RD STREET ' (1) ·
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'DARWIN BLVD ' (1) ·
'Dundas Court ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'GLADES CUTOFF ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'N 13th Street ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'PAAR DR ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR- 615 ' (1) ·
'SELVITZ RD. ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR AIA ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'UNDALLO RD ' (1) ·
'WB SR-70 ' (1) ·
'WESTMORELAND BLVD ' (1)
940020 (1) ·
940028 (1) ·
940035 (1) ·
940041 (1) ·
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'.3m N of Martin Co. line ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1MI W of US-1 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'South Causeway over ICWW ' (1)
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7800 (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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) ·
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)
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