Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'Congress Ave. ' (1) ·
'Enterprise Rd. ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR91 N/S TPK 93.3 ' (1)
790080 (1) ·
790081 (1) ·
790083 (1) ·
790099 (1) ·
790191 (1) ·
790941 (1) ·
880030 (1) ·
930163 (1) ·
930335 (1) ·
930336 (1) ·
930378 (1) ·
930386 (1) ·
930387 (1) ·
930391 (1) ·
931001 (1) ·
934953 (1) ·
940126 (1)
'.5 mi East of I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over FECRR ' (1) ·
'South of Ramp to SR 706 ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
11243 (1) ·
113642 (1) ·
136198 (1) ·
148776 (1) ·
1800 (1) ·
278468 (1) ·
28194 (1) ·
43809 (1) ·
57255 (1) ·
64629 (1) ·
91351 (1) ·
95425 (1)
Showing below up to 17 results in range #1 to #17.
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