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.
'Canal - D ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'L-5 Canal ' (1) ·
'Lantana Road ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR-91 (Fla. Turnpike) ' (1)
'Bellevue Avenue ' (1) ·
'Indiantown Rd. ' (1) ·
'Loxahatchee Slough' (1) ·
'NB US-27 SR-25 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-406 ' (1) ·
'SR-407 ' (1) ·
'SR-528 WB ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-27 (SR-25) NB ' (1) ·
'US-27 (SR-25) SB ' (1) ·
'US-98 (SR-80) ' (1)
700087 (1) ·
700091 (1) ·
700227 (1) ·
790241 (1) ·
930275 (1) ·
930352 (1) ·
930353 (1) ·
930374 (1) ·
930402 (1) ·
930512 (1) ·
930513 (1) ·
931003 (1) ·
934167 (1) ·
940134 (1)
'1.45 Mi W of Bee Line Hwy' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk. / SR 706 Interchange' (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.
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