Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'Bear Wildlife Crossing ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'E-1 Canal ' (1) ·
'Fellsmere Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-421 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
Fellsmere Canal (1)
'13th Street SW ' (1) ·
'Bellevue Avenue ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-95 NB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'St. Johns Heritage' (1) ·
'Stribling Way ' (1) ·
I-95 SB (1)
700231 (1) ·
700232 (1) ·
704190 (1) ·
790203 (1) ·
790204 (1) ·
790206 (1) ·
790208 (1) ·
790229 (1) ·
790241 (1) ·
790247 (1) ·
884105 (1) ·
930381 (1) ·
930419 (1) ·
930547 (1) ·
930552 (1) ·
931013 (1) ·
934301 (1) ·
940162 (1) ·
940163 (1)
'0.2 mi E of SR5 on SRA1A ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over SR-421 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Over Fellsmere Canal ' (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) ·
'StriblingWay ovr E-1canal' (1) ·
Over Fellsmere Canal (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 19 results in range #1 to #19.
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