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.
'45TH STREET ' (1) ·
'Americana Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'Emerson Drive ' (1) ·
'Jupiter Blvd. ' (1) ·
'MERCER AVE ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SUMMIT BLVD ' (1)
704075 (1) ·
704143 (1) ·
704150 (1) ·
704151 (1) ·
705906 (1) ·
705909 (1) ·
705918 (1) ·
705924 (1) ·
705925 (1) ·
934100 (1) ·
934178 (1) ·
934228 (1) ·
934259 (1) ·
937708 (1)
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'Minton Road-I-95 ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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.