Drilldown: bridge data
From Indian River Lagoon Project
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15693 (1) ·
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'C-18 Canal ' (1) ·
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'W.P.B. Canal (C-51) ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
'16th Street ' (1) ·
'53rd Street ' (1) ·
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'Becker Road ' (1) ·
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'Island Way ' (1) ·
'JORGENSEN RD ' (1) ·
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'NORTH MACEDO BLVD ' (1) ·
'Old Boynton Road ' (1) ·
'Pineda Causeway ' (1) ·
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'SELVITZ RD. ' (1) ·
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I-95 (1)
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945274 (1)
'.75 miles South of SR-882' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 704 ' (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) ·
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'At 74th Avenue ' (1) ·
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'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 over US-192 ' (1) ·
'Indian Riverside Park ' (1) ·
I-95 over Wickham Road (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 (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 not over waterway. (1)
Showing below up to 26 results in range #1 to #26.