Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
12263 (1) ·
12271 (1) ·
15763 (1) ·
15792 (1) ·
15800 (1) ·
15801 (1) ·
15803 (1) ·
15804 (1) ·
15805 (1) ·
15806 (1) ·
15807 (1) ·
15813 (1) ·
15814 (1) ·
15997 (1) ·
15999 (1) ·
16000 (1) ·
16002 (1) ·
17895 (1) ·
17914 (1) ·
19480 (1) ·
19482 (1) ·
19485 (1) ·
19487 (1) ·
19489 (1) ·
19511 (1) ·
19513 (1)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CLEAR LAKE ' (1) ·
'CSX RAILROAD ' (1) ·
'E-2 Canal ' (1) ·
'EPB - 10 Canal ' (1) ·
'I-95 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'M CANAL ' (1) ·
'SWA Retention Canal ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'45th Street CR-702' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'BELVEDERE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'FLORIDA MANGO RD ' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'KIRK ROAD ' (1) ·
'Minton Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'Palm Bay Library ' (1) ·
'Pioneer Road ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'Port Malabar BL WB' (1) ·
'Prosperity Farms R' (1) ·
'Riverbend Park Rd ' (1) ·
'SUMMIT BLVD ' (1)
Number 008:
704075 (1) ·
704143 (1) ·
704256 (1) ·
705920 (1) ·
934100 (1) ·
934158 (1) ·
934166 (1) ·
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934176 (1) ·
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934721 (1) ·
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937709 (1)
Location 009:
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Minton Road-I-95 ' (1)
Latitude 016:
26394749 (1) ·
26402370 (1) ·
26403700 (1) ·
26412668 (1) ·
26415450 (1) ·
26415533 (1) ·
26430400 (1) ·
26430410 (1) ·
26432857 (1) ·
26432987 (1) ·
26433040 (1) ·
26445565 (1) ·
26445590 (1) ·
26445836 (1) ·
26450216 (1) ·
26451984 (1) ·
26453191 (1) ·
26453630 (1) ·
26454160 (1) ·
26455503 (1) ·
26512009 (1) ·
26555800 (1) ·
27594683 (1) ·
28004932 (1) ·
28010155 (1) ·
28025656 (1)
Longitude 017:
80032393 (1) ·
80040030 (1) ·
80040084 (1) ·
80041580 (1) ·
80041664 (1) ·
80041713 (1) ·
80041860 (1) ·
80043860 (1) ·
80044280 (1) ·
80051244 (1) ·
80051590 (1) ·
80051756 (1) ·
80052073 (1) ·
80061380 (1) ·
80065835 (1) ·
80070375 (1) ·
80074101 (1) ·
80080080 (1) ·
80082890 (1) ·
80102610 (1) ·
80104200 (1) ·
80354529 (1) ·
80401656 (1) ·
80401795 (1) ·
80401977 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 26 results in range #1 to #26.
