Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'COLLIER WATERWAY ' (1) ·
'Drainage Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Kings Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'M-2 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PHIPP CANAL ' (1)
'ENGLAR DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-407 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1)
700090 (1) ·
880058 (1) ·
880066 (1) ·
885603 (1) ·
890082 (1) ·
890130 (1) ·
890131 (1) ·
930265 (1) ·
930333 (1) ·
930334 (1) ·
930414 (1) ·
930415 (1) ·
934240 (1) ·
934297 (1) ·
935100 (1) ·
940143 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
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) ·
N/A (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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