Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Banana River ' (1) ·
'C-15 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2W Canal ' (1) ·
'E-3 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 Canal ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Little Lake Worth ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Moore's Creek ' (1) ·
'Over D Canal ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'St. Johns River ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'West Indian River Relief' (1) ·
'WPB Drainage Canal ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
100 (1) ·
101000 (1) ·
13250 (1) ·
13300 (1) ·
14600 (1) ·
14900 (1) ·
15250 (1) ·
15600 (1) ·
15700 (1) ·
16000 (1) ·
16100 (1) ·
16500 (1) ·
18500 (1) ·
21000 (1) ·
213000 (1) ·
21382 (1) ·
21500 (1) ·
25000 (1) ·
2600 (1) ·
29000 (1) ·
3087 (1) ·
3250 (1) ·
3550 (1) ·
36500 (1) ·
37000 (1) ·
37006 (1) ·
37250 (1) ·
4000 (1) ·
4100 (1) ·
5200 (1) ·
6000 (1) ·
6100 (1) ·
76000 (1) ·
9150 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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)
Future 114:
10410 (1) ·
10584 (1) ·
131860 (1) ·
15875 (1) ·
175235 (1) ·
18500 (1) ·
200 (1) ·
22989 (1) ·
23076 (1) ·
25331 (1) ·
26459 (1) ·
27066 (1) ·
27240 (1) ·
27760 (1) ·
27934 (1) ·
28628 (1) ·
32098 (1) ·
36435 (1) ·
369555 (1) ·
37098 (1) ·
37303 (1) ·
43375 (1) ·
4510 (1) ·
50315 (1) ·
5356 (1) ·
5639 (1) ·
6159 (1) ·
63328 (1) ·
64195 (1) ·
64205 (1) ·
64629 (1) ·
6940 (1) ·
7114 (1) ·
9022 (1)
Showing below up to 42 results in range #1 to #42.
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