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:
Route 005d:
Direction 005e:
Features 006a:
'CITY OF WPB CANAL ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CYPRESS CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Spruce Creek ' (1) ·
'SR-421 ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 NB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
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) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 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) ·
'2.8 MI East of I-95 ' (1) ·
'2MI E OF SR-7 US-441 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
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: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
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:
10583 (1) ·
14574 (1) ·
20820 (1) ·
208200 (1) ·
31752 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
40772 (1) ·
41640 (1) ·
43375 (1) ·
47280 (1) ·
48580 (1) ·
49447 (1) ·
50315 (1) ·
51182 (1) ·
57255 (1) ·
61593 (1) ·
62460 (1) ·
64205 (1) ·
65930 (1) ·
68533 (1) ·
75473 (1) ·
82412 (1) ·
96292 (1) ·
98895 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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