Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C. Stanley Weaver Canal ' (1) ·
'CANAL C-17 ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'WARNER CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
'20TH AVENUE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dunn Avenue ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'HATTON HIGHWAY ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK AVE. W. ' (1) ·
'St. Johns Heritage' (1) ·
'SUMMIT BLVD ' (1) ·
'SW 23RD AVE. ' (1)
704190 (1) ·
794189 (1) ·
884062 (1) ·
890113 (1) ·
930302 (1) ·
934160 (1) ·
934161 (1) ·
934164 (1) ·
934167 (1) ·
934201 (1) ·
934224 (1) ·
934251 (1) ·
934553 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
934948 (1) ·
934967 (1) ·
934969 (1)
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'500FT WEST OF I-95 ' (1)
26210062 (1) ·
26210118 (1) ·
26243156 (1) ·
26243157 (1) ·
26252706 (1) ·
26252770 (1) ·
26280864 (1) ·
26290167 (1) ·
26290244 (1) ·
26291628 (1) ·
26302699 (1) ·
26322014 (1) ·
26395767 (1) ·
26415533 (1) ·
26433040 (1) ·
26470110 (1) ·
26475062 (1) ·
26483998 (1) ·
26525465 (1) ·
26525529 (1) ·
27132086 (1) ·
27355685 (1) ·
28024500 (1) ·
29115274 (1)
80040991 (1) ·
80040992 (1) ·
80042609 (1) ·
80043860 (1) ·
80044341 (1) ·
80051244 (1) ·
80052317 (1) ·
80052450 (1) ·
80053541 (1) ·
80071933 (1) ·
80072101 (1) ·
80072177 (1) ·
80075106 (1) ·
80084773 (1) ·
80101404 (1) ·
80101536 (1) ·
80101850 (1) ·
80103494 (1) ·
80135221 (1) ·
80242120 (1) ·
80325180 (1) ·
80448000 (1) ·
81054486 (1)
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 24 results in range #1 to #24.