Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
None (1) ·
24387 (1) ·
26625 (1) ·
55385 (1) ·
58725 (1) ·
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Palm Beach Gardens (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'BOYNTON CANAL ' (1) ·
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'C-104 CANAL ' (1) ·
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'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-14 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FECRR ' (1) ·
'FIVE MILE CREEK ' (1) ·
'L-38 CANAL ' (1) ·
'Little Lake Worth ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'TEN MILE CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Addison Canal (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
1952 (1) ·
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Traffic 029:
104500 (1) ·
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57500 (1) ·
600 (1) ·
6960 (1) ·
7100 (1) ·
7400 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
12318 (1) ·
12839 (1) ·
171592 (1) ·
174 (1) ·
18000 (1) ·
181308 (1) ·
18391 (1) ·
21254 (1) ·
250 (1) ·
25331 (1) ·
26459 (1) ·
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30000 (1) ·
3460 (1) ·
3470 (1) ·
3500 (1) ·
36435 (1) ·
369555 (1) ·
38170 (1) ·
41640 (1) ·
43375 (1) ·
4414 (1) ·
45110 (1) ·
5552 (1) ·
57255 (1) ·
6073 (1) ·
63328 (1) ·
7050 (1) ·
73738 (1) ·
74605 (1) ·
8328 (1) ·
8352 (1) ·
850 (1) ·
85015 (1) ·
9625 (1) ·
99763 (1)
Clearance 116:
Showing below up to 46 results in range #1 to #46.
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