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)
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ObjectID:
Features 006a:
'BUCKSKIN TRAIL ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR A1A ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-520 ' (1) ·
'SR-714 ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-98 SR700 US441 ' (1) ·
SR-520 (1)
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935 (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 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 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) ·
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)
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Showing below up to 44 results in range #1 to #44.
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