Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
'C-24 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (S.R. 9) ' (1) ·
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'Lateral A Canal ' (1) ·
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'Turkey Creek ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'Australian Ave. ' (1) ·
'Becker Road ' (1) ·
'Congress Avenue ' (1) ·
'Crosstown Parkway ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Hypoluxo Rd ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'JOG ROAD (SB) ' (1) ·
'Old Boynton Road ' (1) ·
'Port Malabar BL WB' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
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I-95 (1)
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'0.4Mi. East of Congress A' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (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) ·
'1.8mi. East of SR-91 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
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'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'North of P. Beach Airport' (1) ·
'SR-704 Over SR-91 ' (1) ·
I-95 over Wickham Road (1)
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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 27 results in range #1 to #27.
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