Drilldown: bridge data
From Indian River Lagoon Project
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'LWDD LAT CANAL 17 ' (1) ·
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'NORTH PALM BCH WATERWAY ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Tide Relief Canal ' (1) ·
'WPB CANAL C-51 ' (1)
'A1A ' (1) ·
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'CONGRESS AVE NB ' (1) ·
'CORKSCREW BLVD. ' (1) ·
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'EB Spanish Rvr Bvd' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'LINTON BLVD. ' (1) ·
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'NORTH SHORE DRIVE ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR-A1A ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SUMMIT BLVD ' (1) ·
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'WB Spanish River ' (1) ·
'WB SR 802 Lake Ave' (1)
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'0.1MI E of SW 9TH AVE ' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.2MI S OF US-27 ' (1) ·
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'0.5mi. East of US-1 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'City of Jupiter ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Lake Ave / ICWW ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (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)
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)
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