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.
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-8 ' (1) ·
'EL RIO CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'Range Line Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1)
'16th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'COLUMBUS DR. ' (1) ·
'DYER PARK ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'VANDEGRIFT-WILL RD' (1)
884081 (1) ·
884103 (1) ·
934140 (1) ·
934176 (1) ·
934221 (1) ·
934506 (1) ·
934513 (1) ·
934516 (1) ·
934903 (1) ·
934905 (1) ·
935508 (1) ·
935900 (1) ·
937353 (1) ·
937358 (1) ·
937359 (1) ·
945255 (1) ·
945267 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'200ft. W of A1A ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At S Military Trail ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 17 results in range #1 to #17.