Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
None (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Haverhill (1) ·
Malabar (1) ·
Merritt Island (1) ·
Micco (1) ·
New Smyrna Beach (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Port Orange (1) ·
Royal Palm Beach village (1) ·
South Daytona (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'Brando Canal ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax River ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal West ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'Yacht Club Cut ' (1)
'20TH AVENUE ' (1) ·
'Americana Blvd. ' (1) ·
'Barracuda Blvd. ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Emerson Drive ' (1) ·
'Fifth Street ' (1) ·
'Fort Florida Road ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HARRIS RD ' (1) ·
'Hunting Camp Road ' (1) ·
'Hurley Blvd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LARCH AVE ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia Avenue ' (1) ·
'MARGINAL RD ' (1) ·
'Maytown Road ' (1) ·
'MERCER AVE ' (1) ·
'Micco Rd. ' (1) ·
'Patti Drive ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Volco Road ' (1) ·
'Wilden Road ' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1) ·
'YAMATO RD ' (1)
Number 008:
'.15 mi W of Fleming Grant' (1) ·
'.2mi W of Clyde Morris Bl' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 Mi East of US-1 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 Mile West of I-95 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI W OF SR 809 ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Intrsect w Reed Canal Rd ' (1)
Latitude 016:
Longitude 017:
1052 (1) ·
1091 (1) ·
11100 (1) ·
1139 (1) ·
14168 (1) ·
143 (1) ·
1500 (1) ·
15500 (1) ·
16000 (1) ·
17500 (1) ·
18700 (1) ·
2165 (1) ·
22500 (1) ·
2401 (1) ·
25 (1) ·
283 (1) ·
3012 (1) ·
322 (1) ·
3500 (1) ·
3600 (1) ·
3767 (1) ·
463 (1) ·
4959 (1) ·
5200 (1) ·
630 (1) ·
7300 (1) ·
742 (1) ·
75 (1) ·
769 (1) ·
7896 (1) ·
8325 (1) ·
883 (1) ·
9100 (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 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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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)
10073 (1) ·
1041 (1) ·
1068 (1) ·
12665 (1) ·
1272 (1) ·
1320 (1) ·
1378 (1) ·
1379 (1) ·
15788 (1) ·
165 (1) ·
17143 (1) ·
1800 (1) ·
19258 (1) ·
2620 (1) ·
26893 (1) ·
27760 (1) ·
29 (1) ·
2905 (1) ·
30362 (1) ·
32445 (1) ·
342 (1) ·
3494 (1) ·
373 (1) ·
39038 (1) ·
560 (1) ·
6001 (1) ·
6073 (1) ·
6246 (1) ·
6408 (1) ·
8675 (1) ·
898 (1) ·
91 (1) ·
9128 (1) ·
930 (1) ·
931 (1)
Showing below up to 40 results in range #1 to #40.
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