Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Lake Park (1) ·
Malabar (1) ·
Melbourne Village (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Palm Shores (1) ·
Tequesta village (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-84 ' (1) ·
'CLEAR LAKE ' (1) ·
'Conners Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida Road ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'S-5 Discharge Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St Johns River Relief ' (1) ·
'Tide Relief Canal ' (1) ·
'US-192 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'A1A on Singer Island ' (1) ·
'At John Stretch Park ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'E Congress Ave & N SR 806' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over US-192 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Palm Beach - Broward Line' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
101541 (1) ·
10200 (1) ·
11700 (1) ·
12250 (1) ·
13600 (1) ·
143 (1) ·
15800 (1) ·
20500 (1) ·
21500 (1) ·
22500 (1) ·
226000 (1) ·
23000 (1) ·
250 (1) ·
2600 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
3300 (1) ·
34000 (1) ·
3550 (1) ·
36500 (1) ·
39000 (1) ·
6 (1) ·
68500 (1) ·
7500 (1) ·
8100 (1) ·
9150 (1) ·
9633 (1) ·
9700 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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)
Future 114:
11174 (1) ·
118848 (1) ·
12000 (1) ·
13012 (1) ·
14054 (1) ·
150 (1) ·
15000 (1) ·
15875 (1) ·
165 (1) ·
16830 (1) ·
176174 (1) ·
17697 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
27413 (1) ·
3120 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
39037 (1) ·
392110 (1) ·
39905 (1) ·
4 (1) ·
4000 (1) ·
450 (1) ·
4511 (1) ·
53785 (1) ·
5726 (1) ·
58990 (1) ·
6159 (1) ·
63327 (1) ·
67665 (1)
Clearance 116:
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