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.
'BOYNTON CANAL ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Callalisa Creek ' (1) ·
'Halifax River ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
'West Palm Beach Canal ' (1) ·
Six Mile Creek (1)
700194 (1) ·
700199 (1) ·
700200 (1) ·
700203 (1) ·
790147 (1) ·
790148 (1) ·
790151 (1) ·
790152 (1) ·
890159 (1) ·
930361 (1) ·
930409 (1) ·
930410 (1) ·
930465 (1) ·
930811 (1) ·
934138 (1) ·
934522 (1) ·
934953 (1)
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-27 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-A1A over Halifax River' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (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 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 17 results in range #1 to #17.
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