Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12255 (1) ·
12271 (1) ·
13756 (1) ·
13758 (1) ·
13760 (1) ·
13763 (1) ·
13764 (1) ·
13768 (1) ·
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Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Blue Lake Equalizer ' (1) ·
'BOYNTON CANAL ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'Cnl.Trib. to Turnbull Ck' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Groover Creek ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (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) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'Sweetwater Creek ' (1) ·
'Trib to Groover Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turkey Creek ' (1) ·
'Underhill Slough ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Airport Road ' (1) ·
'BELVEDERE RD WB ' (1) ·
'BIG BLUE TRACE ' (1) ·
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-512 ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-619 82ND AVE. ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'E. Minnesota Ave. ' (1) ·
'Emerson Ave 27th A' (1) ·
'Entrnce Rd to FDOT' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HARRIS RD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Harney Road ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'MARGINAL RD ' (1) ·
'MILITARY TR. SB ' (1) ·
'Old Samsula Dr ' (1) ·
'Palm Bay Library ' (1) ·
'Taylor Road ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Tymber Creek Road ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'Williams Road ' (1) ·
'YAMATO RD ' (1)
Number 008:
704019 (1) ·
704256 (1) ·
794007 (1) ·
794009 (1) ·
794014 (1) ·
794019 (1) ·
794020 (1) ·
794036 (1) ·
794050 (1) ·
794061 (1) ·
794082 (1) ·
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934913 (1) ·
934927 (1) ·
934928 (1) ·
934929 (1) ·
934934 (1) ·
934950 (1) ·
934951 (1)
Location 009:
'0.1 Mi North of Taylor Rd' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mi North of Taylor Rd' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.5Mi West of Kepler Rd. ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'0.9 mile North of CR-40A ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MI NORTH OF SR-60 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'AT US-441 SR-7 ' (1)
Latitude 016:
26233914 (1) ·
26235178 (1) ·
26243117 (1) ·
26322014 (1) ·
26322054 (1) ·
26322077 (1) ·
26322087 (1) ·
26401000 (1) ·
26405365 (1) ·
26412599 (1) ·
26413281 (1) ·
26415366 (1) ·
26420225 (1) ·
26421351 (1) ·
26423844 (1) ·
26451984 (1) ·
27355287 (1) ·
27355338 (1) ·
27355685 (1) ·
27391331 (1) ·
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27414386 (1) ·
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29050220 (1) ·
29051124 (1) ·
29051568 (1) ·
29055168 (1) ·
29162604 (1) ·
29174390 (1)
Longitude 017:
80051590 (1) ·
80072244 (1) ·
80074092 (1) ·
80084971 (1) ·
80085039 (1) ·
80095067 (1) ·
80104062 (1) ·
80120025 (1) ·
80120027 (1) ·
80121251 (1) ·
80142395 (1) ·
80143409 (1) ·
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80153155 (1) ·
80242120 (1) ·
80245043 (1) ·
80255007 (1) ·
80274580 (1) ·
80294404 (1) ·
80383434 (1) ·
80383595 (1) ·
80401795 (1) ·
80413113 (1) ·
80413808 (1) ·
80443323 (1) ·
80574874 (1) ·
81013072 (1) ·
81035390 (1) ·
81040663 (1) ·
81040715 (1) ·
81042872 (1) ·
81074043 (1) ·
81074819 (1) ·
81160318 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
1000 (1) ·
1051 (1) ·
11100 (1) ·
1226 (1) ·
138 (1) ·
1500 (1) ·
15500 (1) ·
16000 (1) ·
17500 (1) ·
186 (1) ·
18700 (1) ·
20 (1) ·
22500 (1) ·
2300 (1) ·
3160 (1) ·
34000 (1) ·
3600 (1) ·
401 (1) ·
5200 (1) ·
5381 (1) ·
650 (1) ·
6600 (1) ·
6818 (1) ·
7062 (1) ·
7300 (1) ·
7800 (1) ·
9100 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (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) ·
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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep 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)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
1128 (1) ·
11451 (1) ·
11625 (1) ·
12145 (1) ·
12665 (1) ·
1272 (1) ·
13533 (1) ·
1417 (1) ·
15788 (1) ·
168 (1) ·
17177 (1) ·
1735 (1) ·
1800 (1) ·
19258 (1) ·
225 (1) ·
26893 (1) ·
27760 (1) ·
30362 (1) ·
32445 (1) ·
3800 (1) ·
39038 (1) ·
3990 (1) ·
40 (1) ·
485 (1) ·
58990 (1) ·
6246 (1) ·
6511 (1) ·
8675 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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