Drilldown: bridge data
From Indian River Lagoon Project
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'C-18 Canal ' (1) ·
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'W.P.B. Canal (C-51) ' (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Australian Ave. ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
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'Crosstown Parkway ' (1) ·
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'Hypoluxo Rd ' (1) ·
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'North 14th Street ' (1) ·
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'Old Boynton Road ' (1) ·
'Pineda Causeway ' (1) ·
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'.75 miles South of SR-882' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2MI E of SR-76 ' (1) ·
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'At 74th Avenue ' (1) ·
'Between SR704 and 12th St' (1) ·
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'US-192 EB - Indian River ' (1)
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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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Showing below up to 26 results in range #1 to #26.
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