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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'CORKSCREW BLVD. ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DUDA ROAD ' (1) ·
'Levee Road ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'ST LUCIE BLVD ' (1) ·
'WEST LAKE DRIVE ' (1)
890107 (1) ·
890120 (1) ·
894014 (1) ·
930351 (1) ·
930373 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934502 (1) ·
934519 (1) ·
934905 (1) ·
934940 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
'.75 miles South of SR-882' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'2MI E of SR-76 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (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)
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)
Showing below up to 17 results in range #1 to #17.
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