Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
74625 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Cape Canaveral (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Greenacres City (1) ·
Lake Worth (1) ·
Lantana (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Ocean Ridge (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Sebastian (1) ·
Stuart (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'CLEAR LAKE ' (1) ·
'COLLIER CREEK ' (1) ·
'CR-515 & Indian River ' (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) ·
'ELKCAM WATERWAY ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D L-14 CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LEVEE NO. 8 ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD E-1 CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-3 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'Aviation Ave. ' (1) ·
'BARBER STREET ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CENTER DR. ' (1) ·
'CR714 PALM CITY RD' (1) ·
'Croton Road ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Forest Hill Bld' (1) ·
'EB Martin Downs Bd' (1) ·
'Eldron Blvd ' (1) ·
'FLEMING STREET ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'HYPOLUXO RD. ' (1) ·
'I-95 ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Orange Avenue ' (1) ·
'PALOMINO DRIVE ' (1) ·
'Riverside Dr ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'WB Okee. Blvd. ' (1)
Number 008:
Location 009:
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF CONGRESS AVE ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5MI S OF P.B. LAKES 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 W OF I-95 ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-528 EB - Sykes Creek ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
106800 (1) ·
1139 (1) ·
12250 (1) ·
13300 (1) ·
1390 (1) ·
15607 (1) ·
1680 (1) ·
1810 (1) ·
19000 (1) ·
19575 (1) ·
20000 (1) ·
2050 (1) ·
20500 (1) ·
20958 (1) ·
22500 (1) ·
25474 (1) ·
28000 (1) ·
28500 (1) ·
32750 (1) ·
33000 (1) ·
39500 (1) ·
40000 (1) ·
41500 (1) ·
43500 (1) ·
47500 (1) ·
55500 (1) ·
5850 (1) ·
6700 (1) ·
716 (1) ·
7600 (1) ·
7630 (1) ·
769 (1) ·
7850 (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:
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) ·
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
1000 (1) ·
10150 (1) ·
11625 (1) ·
13186 (1) ·
13238 (1) ·
1378 (1) ·
1379 (1) ·
171592 (1) ·
1737 (1) ·
18041 (1) ·
185298 (1) ·
2091 (1) ·
21254 (1) ·
23076 (1) ·
23686 (1) ·
2915 (1) ·
32965 (1) ·
34700 (1) ·
3556 (1) ·
35568 (1) ·
36362 (1) ·
39037 (1) ·
44197 (1) ·
48580 (1) ·
49447 (1) ·
56821 (1) ·
57255 (1) ·
68532 (1) ·
68533 (1) ·
69400 (1) ·
72002 (1) ·
75472 (1) ·
82412 (1) ·
828 (1) ·
930 (1) ·
931 (1) ·
96292 (1) ·
9812 (1)
Clearance 116:
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