Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'E-1 CANAL ' (1) ·
'Halifax River ' (1) ·
'L-6 Canal ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
'BINKS FOREST DRIVE' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'KIRK ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'MILITARY TRAIL ' (1) ·
'Orange Avenue ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR-44 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-807 Congress Av' (1) ·
'SW 15TH AVE ' (1)
790151 (1) ·
794120 (1) ·
884056 (1) ·
930373 (1) ·
930466 (1) ·
934293 (1) ·
934318 (1) ·
934344 (1) ·
934461 (1) ·
934751 (1) ·
934943 (1) ·
937715 (1) ·
945272 (1)
'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'250ft North of SR-60 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'SR-44 - Callalisa Creek ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 13 results in range #1 to #13.