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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CYPRESS CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lake Gertie ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'QUAIL COVEY ROAD ' (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) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS 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 EAST OF I-95 ' (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) ·
'1.1MI W OF US-1 ' (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) ·
'1MI W OF SR 809 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'At US-441/SR-7 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
10000 (1) ·
10516 (1) ·
12500 (1) ·
14500 (1) ·
15500 (1) ·
15813 (1) ·
18000 (1) ·
20000 (1) ·
20958 (1) ·
22000 (1) ·
22500 (1) ·
23500 (1) ·
24000 (1) ·
25000 (1) ·
25170 (1) ·
28000 (1) ·
28500 (1) ·
29000 (1) ·
29500 (1) ·
3000 (1) ·
33000 (1) ·
34000 (1) ·
36000 (1) ·
47500 (1) ·
4800 (1) ·
5000 (1) ·
55500 (1) ·
6100 (1) ·
6960 (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: (Click arrow to add another value)
Rebuilt 106:
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:
10583 (1) ·
12000 (1) ·
13145 (1) ·
19134 (1) ·
21600 (1) ·
24000 (1) ·
25375 (1) ·
26893 (1) ·
31462 (1) ·
36362 (1) ·
3750 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
40772 (1) ·
41640 (1) ·
43375 (1) ·
48580 (1) ·
49447 (1) ·
50315 (1) ·
51182 (1) ·
57255 (1) ·
58990 (1) ·
6000 (1) ·
6017 (1) ·
62460 (1) ·
7114 (1) ·
73000 (1) ·
82412 (1) ·
8352 (1) ·
96292 (1)
Clearance 116:
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