Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'Bear Wildlife Crossing ' (1) ·
'C-54 Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 709 & FECRR ' (1) ·
'Deer WIldlife Crossing ' (1) ·
'FECRR ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'Spruce Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1)
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-415 ' (1) ·
'US-1 NB ' (1)
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'.25 mi N of SR 706 ' (1) ·
'.3 mi N of SR 706 ' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.25 N of SR 706 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-415- St.Johns River ' (1) ·
'US-1 NB - FECRR ' (1)
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81091400 (1) ·
81103100 (1) ·
81103200 (1) ·
81123762 (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 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 22 results in range #1 to #22.
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