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.
ObjectID:
None (1) ·
35550 (1) ·
58725 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Lake Clarke Shores (1) ·
Lake Park (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ocean Ridge (1) ·
Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Royal Palm Beach village (1) ·
Stuart (1) ·
West Palm Beach (1)
'Brando Canal ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-8 ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'CYPRESS CREEK ' (1) ·
'Daytona Canal ' (1) ·
'DIRT FARM ROAD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-2-E Canal ' (1) ·
'Grant Canal ' (1) ·
'HALF MILE LAKE ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River Relief ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Murray Creek ' (1) ·
'Nav. Banana River Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Ross Creek ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'Spruce Creek ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
'ARMONE PLACE ' (1) ·
'Ballough Street ' (1) ·
'Barracuda Blvd. ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'DYER PARK ROAD ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Fifth Street ' (1) ·
'GETTYSBURG DR ' (1) ·
'Girard Blvd. ' (1) ·
'HARRIS RD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'IBIS WAY ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD. ' (1) ·
'LOCKS ROAD ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NW 13 ST ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PALOMINO DRIVE ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PIONEER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SW THIRD ST ' (1) ·
'Taylor Road ' (1) ·
'US-1 ' (1) ·
'US-192 ' (1) ·
'Volco Road ' (1) ·
'Williams Road ' (1)
Number 008:
'.3 mi South of Mason Ave ' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.7 MI S OF FOREST HILL ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-7 US-441 ' (1) ·
'At SR-7/US-441 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'At US-441/SR-7 ' (1) ·
'Lake Worth Rd at FL Trnpk' (1)
Latitude 016:
Longitude 017:
1040 (1) ·
1051 (1) ·
1052 (1) ·
1091 (1) ·
115 (1) ·
1200 (1) ·
1390 (1) ·
1550 (1) ·
160 (1) ·
1600 (1) ·
1728 (1) ·
2000 (1) ·
213000 (1) ·
2165 (1) ·
26500 (1) ·
28000 (1) ·
324 (1) ·
3600 (1) ·
37000 (1) ·
42764 (1) ·
4500 (1) ·
45000 (1) ·
46000 (1) ·
4800 (1) ·
500 (1) ·
59800 (1) ·
607 (1) ·
7062 (1) ·
742 (1) ·
7850 (1) ·
9100 (1) ·
9382 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
103753 (1) ·
12145 (1) ·
1272 (1) ·
1320 (1) ·
1500 (1) ·
15789 (1) ·
16136 (1) ·
1700 (1) ·
1735 (1) ·
1737 (1) ·
174 (1) ·
1800 (1) ·
1900 (1) ·
192 (1) ·
2000 (1) ·
2603 (1) ·
2620 (1) ·
2776 (1) ·
3000 (1) ·
369555 (1) ·
45978 (1) ·
48580 (1) ·
521 (1) ·
600 (1) ·
6017 (1) ·
6073 (1) ·
6246 (1) ·
64195 (1) ·
704 (1) ·
7114 (1) ·
74196 (1) ·
78075 (1) ·
79810 (1) ·
898 (1) ·
9812 (1)
Showing below up to 40 results in range #1 to #40.
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