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.
'BRANCH OF MIAMI CANAL ' (1) ·
'CROOKED CREEK ' (1) ·
'Drainage Ditch ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'MIAMI CANAL ' (1)
704032 (1) ·
880077 (1) ·
890101 (1) ·
894014 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934214 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1) ·
934902 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
'.21 E of Minton Rd. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (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) ·
'2.2MI S OF SR-80 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ W SIDE MILITARY TRAIL' (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 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 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 16 results in range #1 to #16.