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)
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Use the filters below to narrow your results.
'CANAL N. END LAKE IDA ' (1) ·
'CROOKED CREEK ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'KELLER CANAL ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'MIAMI CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1)
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'DYER PARK ROAD ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Levee Road ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'S. LAKE DRIVE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'WEST LAKE DRIVE ' (1)
894014 (1) ·
894051 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934502 (1) ·
934519 (1) ·
934964 (1) ·
935303 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1)
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'IN JOHN PRINCE PARK ' (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) ·
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 18 results in range #1 to #18.
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