Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian 
& Kind 043a:
Prestressed concrete
& Width 052:
16
& Kind 043a:
Prestressed concrete
& Width 052:
16 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1) ·
Tequesta village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-4 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Tillman Canal ' (1) ·
'West Indian River Relief' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'100 ft E of Minton Road ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi. East of SR-91 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10700 (1) ·
11700 (1) ·
13300 (1) ·
14500 (1) ·
14900 (1) ·
15043 (1) ·
1550 (1) ·
15500 (1) ·
17250 (1) ·
18000 (1) ·
18700 (1) ·
19000 (1) ·
2000 (1) ·
20500 (1) ·
21000 (1) ·
22000 (1) ·
22500 (1) ·
24000 (1) ·
27000 (1) ·
28000 (1) ·
29250 (1) ·
29500 (1) ·
33000 (1) ·
36000 (1) ·
3767 (1) ·
38000 (1) ·
4800 (1) ·
500 (1) ·
6000 (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: (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 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 (including piles) on dry land well above flood water elevations. (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 (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:
10410 (1) ·
18500 (1) ·
18565 (1) ·
20300 (1) ·
21600 (1) ·
23076 (1) ·
25375 (1) ·
2603 (1) ·
26100 (1) ·
26893 (1) ·
29929 (1) ·
3000 (1) ·
32400 (1) ·
32445 (1) ·
32965 (1) ·
35568 (1) ·
36435 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
48580 (1) ·
50749 (1) ·
51182 (1) ·
57255 (1) ·
600 (1) ·
62460 (1) ·
6408 (1) ·
65930 (1) ·
8328 (1)
Clearance 116:
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