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.
'CORKSCREW BLVD. ' (1) ·
'CR-717 ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NW 2ND ST ' (1) ·
'NW 5TH STREET ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR 9 ' (1) ·
'Southern Boulevard' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 SB TPK 100.15' (1) ·
'US-1 (SR-5) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1)
930005 (1) ·
930030 (1) ·
930072 (1) ·
930097 (1) ·
930142 (1) ·
930154 (1) ·
930226 (1) ·
930360 (1) ·
930416 (1) ·
930453 (1) ·
930454 (1) ·
930486 (1) ·
930487 (1) ·
930506 (1) ·
930507 (1) ·
930547 (1) ·
934126 (1) ·
934502 (1) ·
934908 (1)
'.5MI W of A1A & E of SR-5' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (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) ·
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 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) ·
Bridge not over waterway. (1)
Showing below up to 19 results in range #1 to #19.