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:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'FEC Railroad ' (1) ·
'Five Mile Creek ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Halifax River ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 Turnpike ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'CENTER DR. ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB SR-710 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Okeechobee Rd. ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-710 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
106800 (1) ·
11700 (1) ·
12600 (1) ·
1390 (1) ·
1550 (1) ·
15607 (1) ·
15800 (1) ·
1680 (1) ·
19000 (1) ·
19575 (1) ·
20958 (1) ·
22200 (1) ·
26000 (1) ·
28000 (1) ·
32750 (1) ·
33000 (1) ·
39500 (1) ·
40000 (1) ·
41500 (1) ·
44400 (1) ·
46600 (1) ·
47500 (1) ·
48633 (1) ·
55500 (1) ·
5850 (1) ·
7150 (1) ·
7850 (1) ·
9200 (1) ·
9700 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate 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)
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
10150 (1) ·
12405 (1) ·
15962 (1) ·
16830 (1) ·
171592 (1) ·
1737 (1) ·
18041 (1) ·
185298 (1) ·
20300 (1) ·
21861 (1) ·
23686 (1) ·
2689 (1) ·
27413 (1) ·
2915 (1) ·
32965 (1) ·
36362 (1) ·
38517 (1) ·
45110 (1) ·
48580 (1) ·
56821 (1) ·
57255 (1) ·
68532 (1) ·
68533 (1) ·
69400 (1) ·
72002 (1) ·
77034 (1) ·
80851 (1) ·
82412 (1) ·
84378 (1) ·
96292 (1) ·
9812 (1)
Clearance 116:
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