Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL E-1 ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-4 Canal ' (1) ·
'E3 CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'OKEECHOBEE BLVD ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SR-7 US-441 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
1040 (1) ·
10700 (1) ·
111000 (1) ·
12500 (1) ·
13000 (1) ·
13716 (1) ·
14500 (1) ·
15500 (1) ·
16600 (1) ·
18000 (1) ·
18500 (1) ·
18700 (1) ·
20000 (1) ·
20958 (1) ·
22000 (1) ·
22500 (1) ·
24000 (1) ·
25170 (1) ·
27000 (1) ·
28000 (1) ·
29000 (1) ·
33000 (1) ·
34000 (1) ·
35500 (1) ·
36000 (1) ·
38000 (1) ·
39500 (1) ·
4050 (1) ·
47500 (1) ·
500 (1) ·
55500 (1) ·
7400 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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 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:
12000 (1) ·
12839 (1) ·
1735 (1) ·
18565 (1) ·
192590 (1) ·
20574 (1) ·
21600 (1) ·
22555 (1) ·
24000 (1) ·
25375 (1) ·
26893 (1) ·
28801 (1) ·
31462 (1) ·
32098 (1) ·
32400 (1) ·
32445 (1) ·
36362 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
48580 (1) ·
50315 (1) ·
5062 (1) ·
57255 (1) ·
58990 (1) ·
600 (1) ·
61593 (1) ·
62460 (1) ·
65930 (1) ·
68533 (1) ·
73000 (1) ·
82412 (1) ·
96292 (1)
Clearance 116:
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