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 ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL D ' (1) ·
'MIAMI CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
'21ST ST SW ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'74TH AVE. ' (1) ·
'90TH AVE ' (1) ·
'CARTER RD. ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LINTON BLVD. ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Spotted Fawn Way ' (1) ·
'SUMMIT BLVD ' (1) ·
'Willowood Drive ' (1)
704032 (1) ·
704203 (1) ·
884015 (1) ·
884016 (1) ·
884022 (1) ·
884023 (1) ·
884036 (1) ·
884038 (1) ·
884047 (1) ·
930322 (1) ·
934126 (1) ·
934201 (1) ·
934408 (1) ·
934502 (1) ·
934516 (1) ·
934519 (1)
'.21 E of Minton Rd. ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'500FT WEST OF I-95 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Lake Washington Rd ' (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Showing below up to 16 results in range #1 to #16.