Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CSX RR ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'Kellers Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
Number 008:
930073 (1) ·
930259 (1) ·
930260 (1) ·
930263 (1) ·
930273 (1) ·
930373 (1) ·
930458 (1) ·
934367 (1) ·
934505 (1) ·
934553 (1) ·
934940 (1) ·
936350 (1) ·
936701 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'Lake Worth ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
1200 (1) ·
153 (1) ·
190500 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
28500 (1) ·
3240 (1) ·
555 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
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:
1500 (1) ·
1735 (1) ·
265 (1) ·
330518 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
49448 (1) ·
5205 (1) ·
963 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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