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-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal - D ' (1) ·
'Halifax River ' (1) ·
'Lateral A Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'US 92 ' (1) ·
'West Palm Beach Canal ' (1) ·
Addison Canal (1)
'33rd Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'I-4 Ramp B ' (1) ·
'Military Trail ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'US-98 (SR-80) ' (1) ·
I-95 (1)
700229 (1) ·
705924 (1) ·
705925 (1) ·
790147 (1) ·
790248 (1) ·
884100 (1) ·
884104 (1) ·
894062 (1) ·
930361 (1) ·
930402 (1) ·
930409 (1) ·
930410 (1) ·
931013 (1) ·
934138 (1) ·
940162 (1) ·
940163 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'4 miles west of SR 7 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR-7 & SR-80 intersection' (1) ·
I-95 over Addison Canal (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 16 results in range #1 to #16.
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