Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
'Babcock St(CR-507)' (1) ·
'Caballero Ave ' (1) ·
'CR-516 ' (1) ·
'Dubber Road ' (1) ·
'Eldron Blvd ' (1) ·
'Eldron Blvd. ' (1) ·
'Fountainhead Blvd.' (1) ·
'I-95 ' (1) ·
'Jupiter Blvd. ' (1) ·
'Minton Rd. ' (1) ·
'Port Malabar Bl EB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
SR-518 (1)
700156 (1) ·
700160 (1) ·
700184 (1) ·
700188 (1) ·
704143 (1) ·
704150 (1) ·
704151 (1) ·
705601 (1) ·
705603 (1) ·
705907 (1) ·
705909 (1) ·
705910 (1) ·
705913 (1) ·
705916 (1) ·
705917 (1)
'0.1 mi E of Wickham Road ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'Babcock Street over I-95 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Minton Road-I-95 ' (1) ·
I-95 NB and CR-5A (1) ·
SR-518 over Indian River (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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 15 results in range #1 to #15.