Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'A DRAINAGE CANAL ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'Canal ' (1) ·
'Canal C-54 ' (1) ·
'CYPRESS CREEK ' (1) ·
'Drainage Canal ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'Outfall ' (1) ·
'S-135 Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CARTER RD. ' (1) ·
'CENTER DR. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CENTRE PK. DR. N. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-723 ' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Orange Avenue ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALOMINO DRIVE ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR510 Wabasso Road' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SUMMIT BLVD ' (1) ·
'SW Wood St. ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-192 EB ' (1) ·
'US-27 (SR-25) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'3 MI. east of SR-710 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
11000 (1) ·
13300 (1) ·
1390 (1) ·
144 (1) ·
14500 (1) ·
1518 (1) ·
1550 (1) ·
15607 (1) ·
1680 (1) ·
171500 (1) ·
19575 (1) ·
19800 (1) ·
20958 (1) ·
213000 (1) ·
2599 (1) ·
28000 (1) ·
32680 (1) ·
33000 (1) ·
38000 (1) ·
39500 (1) ·
40000 (1) ·
4100 (1) ·
41500 (1) ·
4400 (1) ·
47500 (1) ·
55500 (1) ·
57500 (1) ·
5850 (1) ·
7100 (1) ·
7850 (1) ·
9200 (1) ·
9625 (1) ·
98900 (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:
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)
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:
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 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:
10150 (1) ·
12 (1) ·
12318 (1) ·
13200 (1) ·
15962 (1) ·
171592 (1) ·
1737 (1) ·
1755 (1) ·
18041 (1) ·
19085 (1) ·
2000 (1) ·
216 (1) ·
23076 (1) ·
23686 (1) ·
25157 (1) ·
2603 (1) ·
2915 (1) ·
297552 (1) ·
3145 (1) ·
34353 (1) ·
36362 (1) ·
369555 (1) ·
48580 (1) ·
56700 (1) ·
57255 (1) ·
65930 (1) ·
68532 (1) ·
68533 (1) ·
69400 (1) ·
7114 (1) ·
72002 (1) ·
7634 (1) ·
82412 (1) ·
96292 (1) ·
9812 (1) ·
99763 (1)
Clearance 116:
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