Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'Lateral D Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'SWA Retention Canal ' (1)
'CENTRAL BLVD ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Jog Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'Loxahatchee Slough' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'Northlake Blvd. EB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'S. Burnett Rd ' (1)
704193 (1) ·
884098 (1) ·
894038 (1) ·
930392 (1) ·
934158 (1) ·
934167 (1) ·
934168 (1) ·
934213 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
936500 (1)
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 13 results in range #1 to #13.
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