Drilldown: bridge data
From Indian River Lagoon Project
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Place 004:
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Route 005d:
Direction 005e:
Features 006a:
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'CYPRESS CREEK ' (1) ·
'E-2 East Canal ' (1) ·
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'El Rio Canal E-4 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Halifax River ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'Jupiter Creek ' (1) ·
'Lake Worth Relief ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'W. Relief Indian River ' (1) ·
'WARNER CREEK ' (1) ·
'West Palm Beach Canal ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
'WPB Canal (C-51) ' (1) ·
Banana River Relief (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'27th Street ' (1) ·
'Blue Heron Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'Forest Hill Blvd. ' (1) ·
'INDIAN STREET ' (1) ·
'Indiantown Road ' (1) ·
'ISLAND WAY ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MILITARY TRAIL ' (1) ·
'NB SR-615 ' (1) ·
'Orange Avenue ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SB SR- 615 ' (1) ·
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'SB US-441 (SR-7) ' (1) ·
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SR-507 SB (1) ·
SR-520 (1)
Number 008:
700183 (1) ·
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Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'Just west of I-95 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-507 SB-Tillman Canal (1) ·
SR-520 - Banana River (1)
Latitude 016:
26214420 (1) ·
26220391 (1) ·
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29123122 (1)
Longitude 017:
80022352 (1) ·
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80372030 (1) ·
80393654 (1) ·
80410200 (1) ·
80545970 (1) ·
80551845 (1) ·
80580163 (1) ·
80581835 (1) ·
80590233 (1) ·
81010006 (1)
Owner 022:
Built 027:
Traffic 029:
10000 (1) ·
10200 (1) ·
11100 (1) ·
11300 (1) ·
12500 (1) ·
13250 (1) ·
15300 (1) ·
15700 (1) ·
17250 (1) ·
1950 (1) ·
19575 (1) ·
24900 (1) ·
26500 (1) ·
3000 (1) ·
30500 (1) ·
32750 (1) ·
34000 (1) ·
35500 (1) ·
3850 (1) ·
39000 (1) ·
46000 (1) ·
47500 (1) ·
48500 (1) ·
55500 (1) ·
6540 (1) ·
6761 (1) ·
7150 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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:
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) ·
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)
Future 114:
11730 (1) ·
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17697 (1) ·
19258 (1) ·
19606 (1) ·
21688 (1) ·
2275 (1) ·
22989 (1) ·
23686 (1) ·
26546 (1) ·
27240 (1) ·
29929 (1) ·
43202 (1) ·
45978 (1) ·
52918 (1) ·
56821 (1) ·
58990 (1) ·
61592 (1) ·
61593 (1) ·
6680 (1) ·
67665 (1) ·
6940 (1) ·
79810 (1) ·
8175 (1) ·
82412 (1) ·
84148 (1) ·
96292 (1)
Clearance 116:
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