Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FECRR ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'KRUEGER CREEK ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'Lateral A Canal ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 811 & FEC RR ' (1) ·
'Sykes Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
'16th St/College Ln' (1) ·
'Benoist Farms Rd ' (1) ·
'Congress Avenue ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'Crosstown Parkway ' (1) ·
'EB SR 704 ' (1) ·
'EB SR 786 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-520 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'US-1 ' (1)
700012 (1) ·
700193 (1) ·
884084 (1) ·
890120 (1) ·
930187 (1) ·
930198 (1) ·
930199 (1) ·
930210 (1) ·
930319 (1) ·
930334 (1) ·
930442 (1) ·
930491 (1) ·
930528 (1) ·
934711 (1) ·
945274 (1)
'.7mi. E of Congress Ave. ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1st overpass east of I-95' (1) ·
'2MI E of SR-76 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Boca Raton ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'US-1 - FECRR ' (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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