Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Substructure 060:
Very Good
& Channel 061:
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.
Use the filters below to narrow your results.
ObjectID:
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'ICWW ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'Konomac Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'North Relief Canal ' (1) ·
'Over D Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Rowland Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'West Indian River Relief' (1) ·
'WPB Drainage Canal ' (1)
'56th Place North ' (1) ·
'66th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'CENTER STREET ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CR-4009 ' (1) ·
'CR-512 ' (1) ·
'East Island Access' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Fort Florida Road ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 (SR 9) ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ashby Road ' (1) ·
'MAPP ROAD ' (1) ·
'NW 7TH STREET ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-60 EB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Tangerine Drive ' (1) ·
'Tomoka Farms Rd ' (1) ·
'US 192 WB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'West Farms Road ' (1) ·
'West Island Access' (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'56th Place North ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Buffer Preserve Drive ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
0 (1) ·
100 (1) ·
10000 (1) ·
1140 (1) ·
13300 (1) ·
1340 (1) ·
14600 (1) ·
14900 (1) ·
1500 (1) ·
15500 (1) ·
15900 (1) ·
16297 (1) ·
172 (1) ·
18391 (1) ·
18500 (1) ·
213000 (1) ·
21382 (1) ·
21500 (1) ·
22500 (1) ·
240 (1) ·
24000 (1) ·
25500 (1) ·
3087 (1) ·
37000 (1) ·
37250 (1) ·
4100 (1) ·
4780 (1) ·
5200 (1) ·
5869 (1) ·
6100 (1) ·
6400 (1) ·
6540 (1) ·
7263 (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 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)
1000 (1) ·
10584 (1) ·
1379 (1) ·
15000 (1) ·
1603 (1) ·
1800 (1) ·
18500 (1) ·
200 (1) ·
208 (1) ·
22070 (1) ·
23076 (1) ·
25331 (1) ·
26893 (1) ·
27500 (1) ·
27587 (1) ·
28275 (1) ·
288 (1) ·
32098 (1) ·
369555 (1) ·
37098 (1) ·
37303 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
4858 (1) ·
5356 (1) ·
64195 (1) ·
64629 (1) ·
7000 (1) ·
7101 (1) ·
7118 (1) ·
8175 (1) ·
8293 (1) ·
8788 (1) ·
9022 (1)
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