Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'E-1 CANAL ' (1) ·
'F.E.C. Railroad ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LIPTOG CANAL ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'RELIEF CANAL ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'KIMBERLY BLVD. EB ' (1) ·
'KIMBERLY BLVD. WB ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Port Malabar Bl EB' (1) ·
'Port Malabar BL WB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SANDALFOOT BLVD EB' (1) ·
'SANDALFOOT BLVD WB' (1) ·
'SW 18TH STREET WB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
Location 009:
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF PLMTTO PARK RD' (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) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT US-441 (SR-7) ' (1) ·
'At US-441/SR-7 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Rebuilt 106:
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) ·
13145 (1) ·
15000 (1) ·
1665 (1) ·
20820 (1) ·
208200 (1) ·
20993 (1) ·
21600 (1) ·
25813 (1) ·
28275 (1) ·
3750 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
40772 (1) ·
4320 (1) ·
43375 (1) ·
49447 (1) ·
51182 (1) ·
511825 (1) ·
6000 (1) ·
6017 (1) ·
6812 (1) ·
7114 (1) ·
7157 (1) ·
7800 (1)
Clearance 116:
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