Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
26625 (1) ·
30975 (1) ·
55385 (1) ·
58725 (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Jupiter (1) ·
Malabar (1) ·
New Smyrna Beach (1) ·
North Palm Beach village (1) ·
Palm Bay (1) ·
Palm Beach (1) ·
Palm Beach Gardens (1) ·
Titusville (1) ·
Vero Beach (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL C-24 ' (1) ·
'CLEAR LAKE ' (1) ·
'Conners Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FECRR ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ida Road ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'St Johns River Relief ' (1) ·
'Tide Relief Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25 mi East of I-95 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (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) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'A1A on Singer Island ' (1) ·
'At Exit 74 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'Palm Beach - Broward Line' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-80 & Military Trail ' (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) ·
104500 (1) ·
143 (1) ·
16400 (1) ·
21000 (1) ·
213000 (1) ·
22500 (1) ·
250 (1) ·
25000 (1) ·
2544 (1) ·
2600 (1) ·
3100 (1) ·
31000 (1) ·
3300 (1) ·
34000 (1) ·
3550 (1) ·
3600 (1) ·
36500 (1) ·
36794 (1) ·
39000 (1) ·
40500 (1) ·
43000 (1) ·
44400 (1) ·
6 (1) ·
7100 (1) ·
7400 (1) ·
8900 (1) ·
9150 (1) ·
9633 (1) ·
9700 (1) ·
98900 (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 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:
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 not over waterway. (1)
Future 114:
11174 (1) ·
12000 (1) ·
12318 (1) ·
12839 (1) ·
150 (1) ·
15441 (1) ·
15875 (1) ·
165 (1) ·
16830 (1) ·
171592 (1) ·
176174 (1) ·
17697 (1) ·
181308 (1) ·
28454 (1) ·
3120 (1) ·
36435 (1) ·
369555 (1) ·
39037 (1) ·
4 (1) ·
4000 (1) ·
43375 (1) ·
4338 (1) ·
4414 (1) ·
450 (1) ·
53785 (1) ·
5726 (1) ·
58990 (1) ·
6159 (1) ·
62283 (1) ·
63327 (1) ·
67665 (1) ·
70268 (1) ·
74605 (1) ·
77034 (1)
Clearance 116:
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