Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-3 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'E-2-E Canal ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'KRUEGER CREEK ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Palmetto Park Road ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-68 ' (1)
'Becker Rd. ' (1) ·
'CAMINO REAL ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'I 95 SB ' (1) ·
'Lake Ida Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 138.1' (1)
884065 (1) ·
890083 (1) ·
890120 (1) ·
930032 (1) ·
930188 (1) ·
930334 (1) ·
930499 (1) ·
930500 (1) ·
934361 (1) ·
934960 (1) ·
934963 (1) ·
940096 (1) ·
940097 (1) ·
940152 (1) ·
941001 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2MI E of SR-76 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'Boca Raton ' (1) ·
'Just North of SR70 on I95' (1) ·
'LAKE WORTH INTERCHANGE ' (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 15 results in range #1 to #15.
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