Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian
& Inspect Date 090:
03-17
& Future Year 115:
2036
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'10TH AVE NORTH ' (1) ·
'45TH STREET ' (1) ·
'Airport Road ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Banana River Drive' (1) ·
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'BELVEDERE RD EB ' (1) ·
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'0.1 mi E of Minton Rd ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
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'0.2 mi S of Cocoa Street ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'500FT WEST OF I-95 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'South Side of US-98 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (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 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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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