Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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13798 (1) ·
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16091 (1)
'Belcher Canal (C-25) ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-23 Canal ' (1) ·
'Danforth Creek ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
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'E-1 Canal ' (1) ·
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'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'Over D Canal ' (1) ·
'Ten Mile Creek ' (1)
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'EB SR - 714 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
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'Lake Worth Road ' (1) ·
'LYONS ROAD ' (1) ·
'Maytown Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-615 ' (1) ·
'SB SR-615 ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Tangerine Drive ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB SR-70 ' (1)
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'0.6MI S OF OKEECHOBEE BLV' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
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'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
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'1.5 mi N of SR 68 ' (1) ·
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'2.5 mi East of TPK Exit ' (1) ·
'2mi. East of SR-91 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'300' E of FL Turnpike ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1)
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81060638 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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 29 results in range #1 to #29.