Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'L-12 Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'N Fork Loxahatchee River' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1)
'Benoist Farms Rd ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'HORSESHOE POINT RD' (1) ·
'Levee Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1)
700078 (1) ·
700144 (1) ·
890101 (1) ·
930006 (1) ·
930806 (1) ·
931011 (1) ·
934179 (1) ·
934711 (1) ·
936776 (1) ·
940050 (1) ·
940053 (1) ·
940085 (1) ·
940134 (1) ·
940135 (1) ·
940162 (1) ·
940163 (1)
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (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 not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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