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.
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'WARNER CREEK ' (1) ·
'West Palm Beach Canal ' (1)
790151 (1) ·
790171 (1) ·
884056 (1) ·
885809 (1) ·
894044 (1) ·
894052 (1) ·
930353 (1) ·
930361 (1) ·
930409 (1) ·
934138 (1) ·
934293 (1) ·
934318 (1) ·
934348 (1) ·
934960 (1)
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'250ft North of SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-7 & SR-80 intersection' (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 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)
Showing below up to 14 results in range #1 to #14.