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.
'BOYNTON CANAL C-16 ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 Canal ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'SIMS CREEK ' (1)
'10TH AVE. NORTH ' (1) ·
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'Becker Road ' (1) ·
'CENTER STREET ' (1) ·
'Crosstown Parkway ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Hatton Road ' (1) ·
'LAWRENCE ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SEMINOLE/PRATTWHT.' (1)
884066 (1) ·
884069 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
884100 (1) ·
884101 (1) ·
884103 (1) ·
930107 (1) ·
934146 (1) ·
934147 (1) ·
934151 (1) ·
934221 (1) ·
934347 (1) ·
934403 (1) ·
934552 (1) ·
934914 (1) ·
940160 (1) ·
940161 (1)
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (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) ·
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 19 results in range #1 to #19.
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