Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
'COLLIER WATERWAY ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (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) ·
'PHIPP CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR-91 Fl. Tpk ' (1)
'EB 706 To SB I-95 ' (1) ·
'ENGLAR DRIVE ' (1) ·
'I-4 EB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE BLVD. ' (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) ·
'WB SR706 to SB I95' (1)
700090 (1) ·
790100 (1) ·
885603 (1) ·
890082 (1) ·
890130 (1) ·
890131 (1) ·
930333 (1) ·
930334 (1) ·
930384 (1) ·
930390 (1) ·
930414 (1) ·
930415 (1) ·
934240 (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) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Tpk. SR 706 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 15 results in range #1 to #15.