Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service Under 042b:
Waterway
& Superstructure 059:
Satisfactory
& Substructure 060:
Good
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'WPB CANAL C-51 ' (1)
'CAMINO GARDENS BL ' (1) ·
'CARLTON RD (CR613)' (1) ·
'Center Avenue ' (1) ·
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'Willowood Drive ' (1)
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'.21 E of Minton Rd. ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'1MI W OF CR-615 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1MI W of US-1 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At East Canal St. ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Lake Washington Rd ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 EB - Indian River ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-192EB - Sawgrass Creek' (1)
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9700 (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) ·
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)
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