Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
None (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Hypoluxo (1) ·
Jupiter (1) ·
Lantana (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Tequesta village (1) ·
Wellington village (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CSX RAILROAD ' (1) ·
'CYPRESS CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 Canal ' (1) ·
'E-4 CANAL ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'N Fork Loxahatchee River' (1) ·
'None ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'WEST PALM BEACH CANAL ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (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) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.76 MI SOUTH OF SR 80 ' (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 N OF LAKE IDA ROAD ' (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) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10700 (1) ·
11700 (1) ·
12500 (1) ·
13000 (1) ·
13300 (1) ·
14200 (1) ·
14500 (1) ·
15043 (1) ·
1550 (1) ·
15500 (1) ·
18000 (1) ·
18700 (1) ·
19000 (1) ·
2000 (1) ·
21000 (1) ·
21500 (1) ·
22000 (1) ·
22500 (1) ·
24000 (1) ·
27000 (1) ·
28000 (1) ·
29500 (1) ·
31000 (1) ·
32500 (1) ·
33000 (1) ·
36000 (1) ·
38000 (1) ·
500 (1) ·
57500 (1) ·
6000 (1) ·
62000 (1) ·
65500 (1) ·
77000 (1) ·
98900 (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)
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 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:
10410 (1) ·
107570 (1) ·
113642 (1) ·
133595 (1) ·
15000 (1) ·
171592 (1) ·
18565 (1) ·
20300 (1) ·
21600 (1) ·
22555 (1) ·
23076 (1) ·
24637 (1) ·
25375 (1) ·
2603 (1) ·
26100 (1) ·
26893 (1) ·
3000 (1) ·
32400 (1) ·
32445 (1) ·
32965 (1) ·
36435 (1) ·
37303 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
48580 (1) ·
51182 (1) ·
51387 (1) ·
53785 (1) ·
57255 (1) ·
600 (1) ·
62460 (1) ·
65930 (1) ·
99763 (1)
Clearance 116:
Showing below up to 44 results in range #1 to #44.
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