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.
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'CAMINO CANAL ' (1) ·
'CANAL ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1)
'AUDUBON BLVD. ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'ISLAND DRIVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'West Atlantic Ave.' (1)
930215 (1) ·
930240 (1) ·
930333 (1) ·
930412 (1) ·
934936 (1) ·
934937 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935209 (1) ·
935210 (1) ·
935502 (1) ·
935506 (1)
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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)
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)
Showing below up to 17 results in range #1 to #17.