Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Military Trail ' (1) ·
'PHIPP CANAL ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1)
'Congress Ave. ' (1) ·
'I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-401 SB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1)
700030 (1) ·
890082 (1) ·
890085 (1) ·
930159 (1) ·
930163 (1) ·
930223 (1) ·
930333 (1) ·
930378 (1) ·
930382 (1) ·
930383 (1) ·
930386 (1) ·
930387 (1) ·
931001 (1) ·
940076 (1)
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-401 SB - Barge Canal ' (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)
10236 (1) ·
119194 (1) ·
123619 (1) ·
136198 (1) ·
18218 (1) ·
278468 (1) ·
28194 (1) ·
34960 (1) ·
77034 (1) ·
80851 (1) ·
91351 (1)
Showing below up to 14 results in range #1 to #14.
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