Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12240 (1) ·
13789 (1) ·
15156 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Clint Moore Road ' (1) ·
'CR 702 45th Street ' (1) ·
'Donald Ross Road ' (1) ·
'Eau Gallie River ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB Drainage Canal ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CENTRE PARK BLVD. ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'KIRK ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SW 15TH AVE ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
705604 (1) ·
794120 (1) ·
880077 (1) ·
884056 (1) ·
930294 (1) ·
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Location 009:
'.75 miles South of SR-882' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'250ft North of SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 882 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26220464 (1) ·
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29123122 (1)
Longitude 017:
80032221 (1) ·
80040740 (1) ·
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80423456 (1) ·
81010006 (1)
Owner 022:
Built 027:
Traffic 029:
10585 (1) ·
106800 (1) ·
11100 (1) ·
1550 (1) ·
160500 (1) ·
19400 (1) ·
19575 (1) ·
213000 (1) ·
2160 (1) ·
226000 (1) ·
23000 (1) ·
232000 (1) ·
25000 (1) ·
25500 (1) ·
36500 (1) ·
44000 (1) ·
45360 (1) ·
46000 (1) ·
52652 (1) ·
6000 (1) ·
71250 (1) ·
98900 (1) ·
9900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
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) ·
Bridge not over waterway. (1)
Future 114:
123619 (1) ·
171592 (1) ·
17176 (1) ·
18365 (1) ·
185298 (1) ·
19258 (1) ·
2000 (1) ·
23686 (1) ·
27000 (1) ·
27500 (1) ·
278468 (1) ·
33659 (1) ·
369555 (1) ·
392110 (1) ·
39905 (1) ·
402520 (1) ·
43375 (1) ·
63327 (1) ·
76340 (1) ·
78700 (1) ·
79810 (1) ·
8000 (1) ·
91351 (1)
Clearance 116:
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