Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Martin
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Waterway
Use the filters below to narrow your results.
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'Bessey Creek ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CROOKED CREEK ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'East Indian River Relief' (1) ·
'Frazier Creek ' (1) ·
'HALF MILE LAKE ' (1) ·
'ICWW ' (1) ·
'Indian River / ICW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'MAPLE CREEK ' (1) ·
'POPPOLTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rowland Canal ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SALERNO CREEK ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tidal Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'West Indian River Relief' (1) ·
'WILLOUGHBY CREEK ' (1)
'BUCKSKIN TRAIL ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DIXIE HIGHWAY ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'E/B S.R. A1A ' (1) ·
'East Island Access' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'LOCKS ROAD ' (1) ·
'MAPP RD ' (1) ·
'MAPP ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-76 ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 48th Avenue ' (1) ·
'TROPICALIA AVE. ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
890002 (1) ·
890003 (1) ·
890004 (1) ·
890011 (1) ·
890014 (1) ·
890048 (1) ·
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'.5mi E. of Indian R Dr. ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2MI E of SR-76 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'By Indian Grove Dr. ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Indian Riverside Park ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'West of Ernest Lyons Bri.' (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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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