Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'11th St. Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL C-17 ' (1) ·
'FEC RR & Georgia Ave. ' (1) ·
'ICWW ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'TEN MILE CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
'CONGRESS AVE ' (1) ·
'HATTON HIGHWAY ' (1) ·
'HAVERHILL ROAD ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'PARK AVE. W. ' (1) ·
'Quantum Blvd. ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'W. CAMINO REAL ' (1)
790013 (1) ·
884076 (1) ·
890150 (1) ·
930053 (1) ·
930450 (1) ·
934164 (1) ·
934201 (1) ·
934251 (1) ·
934256 (1) ·
934406 (1) ·
934553 (1) ·
936375 (1) ·
940072 (1) ·
940152 (1)
'.25m W of US-1 on US-98 ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'500FT WEST OF I-95 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'US-1 over 11th Canal ' (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 14 results in range #1 to #14.