Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Deck 058:
Excellent
& Channel 061 :
Bridge closed because of channel failure. Corrective action may put back in light service. or
Other
Use the filters below to narrow your results.
'Bear Wildlife Crossing ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-95 ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1)
'13th Street SW ' (1) ·
'Bellevue Avenue ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-415 ' (1) ·
'SR91 NB TPK 109.5 ' (1)
700237 (1) ·
700238 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790219 (1) ·
790227 (1) ·
790241 (1) ·
790247 (1) ·
884105 (1) ·
894057 (1) ·
930381 (1) ·
930541 (1) ·
930542 (1) ·
930543 (1) ·
930544 (1) ·
930552 (1) ·
931013 (1) ·
940162 (1) ·
940163 (1)
'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'0.25 N of SR 706 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Palm Beach Garden Interch' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-415- St.Johns River ' (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 20 results in range #1 to #20.
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