Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'Berrys Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Header Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Moore's Creek ' (1) ·
'North Relief Canal ' (1) ·
'South Relief Canal ' (1) ·
'Tomoka River ' (1)
'56th Place North ' (1) ·
'Emerson Ave 27th A' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Rd. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-44 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'US-1 (SR-5) ' (1) ·
'WB SR 70 ' (1)
790077 (1) ·
790078 (1) ·
790149 (1) ·
880088 (1) ·
884082 (1) ·
890110 (1) ·
890111 (1) ·
930004 (1) ·
930015 (1) ·
930325 (1) ·
930391 (1) ·
930412 (1) ·
930447 (1) ·
934924 (1) ·
940119 (1) ·
940151 (1)
'.5 mi East of I-95 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'56th Place North ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
1000 (1) ·
107570 (1) ·
113642 (1) ·
133595 (1) ·
171592 (1) ·
17177 (1) ·
17697 (1) ·
43375 (1) ·
43809 (1) ·
44243 (1) ·
51387 (1) ·
54946 (1) ·
5639 (1) ·
87618 (1) ·
99763 (1)
Showing below up to 16 results in range #1 to #16.
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