Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'COLLIER WATERWAY ' (1) ·
'COUNTY LINE CANAL C-23 ' (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) ·
'I-4 EB Ramp B ' (1) ·
'Kings Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'M-2 CANAL ' (1) ·
'PHIPP CANAL ' (1)
'ENGLAR DRIVE ' (1) ·
'I-4 WB ' (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) ·
'SR91 N/S TPK 138.1' (1)
700090 (1) ·
790106 (1) ·
885603 (1) ·
890082 (1) ·
890083 (1) ·
890130 (1) ·
890131 (1) ·
930333 (1) ·
930334 (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) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'LAKE WORTH 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 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 14 results in range #1 to #14.