Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
74625 (1) ·
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'11th Street Canal ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
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'SR 708 (Blue Heron Blvd)' (1) ·
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'Sykes Creek ' (1) ·
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'W.P.B. Canal (C-51) ' (1)
'CR-708 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'EB SR - 714 ' (1) ·
'Fort Florida Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
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'LANTANA RD.CR-812 ' (1) ·
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'MURPHY RD ' (1) ·
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'WESTMORELAND BLVD ' (1) ·
'Wilden Road ' (1) ·
'Williamson Blvd ' (1)
Number 008:
'.1 Mile W of US-A1A ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.1 mi E of Wickham Road ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2MI E of SR-76 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'ADJACENT TO US-441 ' (1) ·
'At Exit 76 ' (1) ·
'At Reed Canal Road ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Indian Riverside Park ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
Longitude 017:
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720 (1) ·
76000 (1)
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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 closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
10875 (1) ·
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1390 (1) ·
15000 (1) ·
17143 (1) ·
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19104 (1) ·
19606 (1) ·
20855 (1) ·
22989 (1) ·
23076 (1) ·
2500 (1) ·
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3494 (1) ·
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40 (1) ·
47712 (1) ·
49448 (1) ·
5290 (1) ·
5986 (1) ·
70268 (1) ·
781 (1) ·
864 (1)
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