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-15 Canal ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'E-2W Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LWDD L30 Canal ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 811 & FEC RR ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'Benoist Farms Rd ' (1) ·
'Congress Avenue ' (1) ·
'EB SR 704 ' (1) ·
'EB SR 786 ' (1) ·
'Hagen Ranch Road ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'LYONS ROAD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'W/B Atlantic Ave ' (1)
930184 (1) ·
930187 (1) ·
930198 (1) ·
930199 (1) ·
930210 (1) ·
930334 (1) ·
930367 (1) ·
930440 (1) ·
930442 (1) ·
930491 (1) ·
930528 (1) ·
934116 (1) ·
934711 (1) ·
934731 (1) ·
934958 (1)
'.5mi East US1 Lakeworth ' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3mi. South of Linton ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Boca Raton ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (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 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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