Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13664 (1) ·
13665 (1) ·
13675 (1) ·
15128 (1) ·
15134 (1) ·
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15138 (1) ·
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19468 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'BARBARA BASIN ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Habitat Connectivity ' (1) ·
'Hillsboro Canal ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL G CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'St. Johns Marsh ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1) ·
'TIDAL CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'BRITT RD ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'EB SR-710 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MERCER AVE ' (1) ·
'MURPHY RD ' (1) ·
'PINETREE LANE ' (1) ·
'Private Road ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SHINN ROAD ' (1) ·
'SIMARA STREET ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-415 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-60 WB ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SW Wood St. ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 SB ' (1) ·
'US98&441 SR700&15' (1) ·
'VENICE DRIVE ' (1)
Number 008:
790018 (1) ·
790019 (1) ·
790034 (1) ·
790195 (1) ·
790217 (1) ·
880006 (1) ·
880040 (1) ·
880041 (1) ·
880042 (1) ·
880045 (1) ·
880047 (1) ·
880094 (1) ·
890112 (1) ·
890800 (1) ·
894000 (1) ·
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937002 (1) ·
937708 (1) ·
940009 (1) ·
940018 (1) ·
940027 (1) ·
940038 (1) ·
940043 (1) ·
940067 (1) ·
940068 (1)
Location 009:
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'3MI S of SR-70 ' (1) ·
'3MI W OF CR-615 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-1 SB - Turnbull Creek ' (1)
Latitude 016:
26210580 (1) ·
26221756 (1) ·
26222497 (1) ·
26252638 (1) ·
26315252 (1) ·
26315259 (1) ·
26360866 (1) ·
26391471 (1) ·
26412955 (1) ·
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26521995 (1) ·
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27111437 (1) ·
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27140482 (1) ·
27201709 (1) ·
27232266 (1) ·
27234679 (1) ·
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27283693 (1) ·
27355338 (1) ·
27382910 (1) ·
27391964 (1) ·
27413663 (1) ·
27414386 (1) ·
27424258 (1) ·
27445662 (1) ·
28491498 (1) ·
28555594 (1) ·
29133602 (1) ·
29142807 (1) ·
29153158 (1)
Longitude 017:
80041431 (1) ·
80042050 (1) ·
80050093 (1) ·
80050590 (1) ·
80052354 (1) ·
80053044 (1) ·
80100849 (1) ·
80101504 (1) ·
80101799 (1) ·
80102470 (1) ·
80111729 (1) ·
80112090 (1) ·
80144509 (1) ·
80165951 (1) ·
80170422 (1) ·
80175123 (1) ·
80195440 (1) ·
80214936 (1) ·
80224257 (1) ·
80232645 (1) ·
80255007 (1) ·
80260113 (1) ·
80262430 (1) ·
80274580 (1) ·
80282176 (1) ·
80282441 (1) ·
80303713 (1) ·
80364774 (1) ·
80383434 (1) ·
80383595 (1) ·
80393900 (1) ·
80433190 (1) ·
80513613 (1) ·
81063625 (1) ·
81110743 (1) ·
81134830 (1) ·
81183972 (1)
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
10500 (1) ·
1100 (1) ·
120 (1) ·
1350 (1) ·
144 (1) ·
1800 (1) ·
2000 (1) ·
21500 (1) ·
2850 (1) ·
300 (1) ·
3087 (1) ·
3200 (1) ·
3450 (1) ·
3500 (1) ·
364 (1) ·
4500 (1) ·
500 (1) ·
5500 (1) ·
650 (1) ·
6600 (1) ·
6900 (1) ·
7150 (1) ·
7161 (1) ·
7800 (1) ·
78500 (1) ·
9188 (1) ·
9700 (1) ·
98900 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 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)
Future 114:
1128 (1) ·
11451 (1) ·
11972 (1) ·
120 (1) ·
1200 (1) ·
12405 (1) ·
12424 (1) ·
13533 (1) ·
136198 (1) ·
1375 (1) ·
15941 (1) ·
16830 (1) ·
171592 (1) ·
18000 (1) ·
18218 (1) ·
200 (1) ·
216 (1) ·
2342 (1) ·
3123 (1) ·
3500 (1) ·
37303 (1) ·
3840 (1) ·
500 (1) ·
5356 (1) ·
5552 (1) ·
5986 (1) ·
607 (1) ·
6073 (1) ·
700 (1) ·
7140 (1) ·
850 (1) ·
9543 (1)
Clearance 116:
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