Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'CSX Railroad ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I-95 (SR-9) ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'Over D Canal ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Indiantown Rd. ' (1) ·
'Lake Worth Road ' (1) ·
'LYONS ROAD ' (1) ·
'Maytown Road ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'Tangerine Drive ' (1)
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'.75 miles South of SR-882' (1) ·
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'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
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'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.5 miles East of SR-415 ' (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) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk. / SR 706 Interchange' (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) ·
N/A (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 not over waterway. (1)
Showing below up to 24 results in range #1 to #24.