Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
58725 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Hypoluxo (1) ·
Lantana (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1) ·
South Daytona (1) ·
Tequesta village (1) ·
West Palm Beach (1)
Route 005d: (Click arrow to add another value)
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) ·
'Daytona Canal ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-4 CANAL ' (1) ·
'East Indian River Relief' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Reed Canal ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'West Indian River Relief' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3 Mile East of US-1 ' (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 E of DIXIE HWY A1A ' (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) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2mi. East of SR-91 ' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10700 (1) ·
11700 (1) ·
12500 (1) ·
13300 (1) ·
14900 (1) ·
15043 (1) ·
1550 (1) ·
15500 (1) ·
18000 (1) ·
18700 (1) ·
2000 (1) ·
21000 (1) ·
21500 (1) ·
22000 (1) ·
22500 (1) ·
240 (1) ·
24000 (1) ·
28000 (1) ·
29250 (1) ·
29500 (1) ·
3029 (1) ·
3245 (1) ·
33000 (1) ·
34500 (1) ·
3767 (1) ·
38000 (1) ·
500 (1) ·
6000 (1) ·
6761 (1) ·
8000 (1) ·
9382 (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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
10000 (1) ·
10410 (1) ·
11730 (1) ·
15000 (1) ·
16136 (1) ·
18500 (1) ·
18565 (1) ·
20300 (1) ·
21600 (1) ·
23076 (1) ·
2603 (1) ·
26100 (1) ·
26893 (1) ·
3000 (1) ·
32445 (1) ·
360 (1) ·
36435 (1) ·
3665 (1) ·
37303 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
3927 (1) ·
41640 (1) ·
48580 (1) ·
50749 (1) ·
51182 (1) ·
57255 (1) ·
59858 (1) ·
600 (1) ·
6408 (1) ·
65930 (1)
Clearance 116:
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