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.
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'CLEAR LAKE ' (1) ·
'Conners Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'L-5 Canal ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'St Johns River Relief ' (1) ·
'Tide Relief Canal ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CONGRESS AVE ' (1) ·
'EB SR60 ' (1) ·
'Hurley Blvd ' (1) ·
'Jupiter Blvd. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Park Road ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-60 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-A1A ' (1) ·
'WEST OCEAN DRIVE ' (1)
705909 (1) ·
705919 (1) ·
790150 (1) ·
790198 (1) ·
884057 (1) ·
884059 (1) ·
930319 (1) ·
930352 (1) ·
930361 (1) ·
930801 (1) ·
934277 (1) ·
934299 (1) ·
934491 (1) ·
934934 (1) ·
934935 (1) ·
935300 (1) ·
937707 (1)
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'A1A on Singer Island ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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)
Showing below up to 17 results in range #1 to #17.
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