Drilldown: bridge data
From Indian River Lagoon Project
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'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Dirksen Dr ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Padgett Creek ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-401 ' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St Johns River ' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
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'0.6 MILE WEST OF US-1 ' (1) ·
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'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
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'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
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'I-4 WB - Padgett Creek ' (1) ·
'NB I-95 over CR 708 ' (1) ·
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'SR-40 EB - Tomoka River ' (1) ·
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'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-528 WB over Pine St. ' (1)
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Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 32 results in range #1 to #32.
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