Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
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Delray Beach (1) ·
Fellsmere (1) ·
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Hypoluxo (1) ·
Merritt Island (1) ·
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West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'B-19 Canal ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'Blue Lake Equalizer ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CAMINO CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL-1 ' (1) ·
'E-4 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'L-30 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL E DRAIN CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (El Rio) Canal ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Nav. Banana River Canal ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Sweetwater Branch ' (1) ·
'TAYLOR CREEK ' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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607 (1) ·
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8325 (1) ·
8758 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 conditions; field review indicates action is required to protect exposed foundations (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:
10073 (1) ·
10410 (1) ·
10597 (1) ·
12145 (1) ·
1562 (1) ·
16830 (1) ·
1735 (1) ·
1884 (1) ·
208200 (1) ·
23076 (1) ·
2500 (1) ·
27000 (1) ·
27760 (1) ·
28194 (1) ·
2905 (1) ·
29929 (1) ·
350 (1) ·
3800 (1) ·
39037 (1) ·
3990 (1) ·
3991 (1) ·
41640 (1) ·
4622 (1) ·
500 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
61593 (1) ·
65930 (1) ·
6940 (1) ·
69400 (1) ·
700 (1) ·
704 (1) ·
7636 (1) ·
7857 (1)
Clearance 116:
Showing below up to 48 results in range #1 to #48.
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