Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'Casa Mar Dr ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'H-20 CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'M CANAL ' (1) ·
'RELIEF CANAL ' (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'ELLISON WILSON RD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'HOLLY DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Lyons Rd ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR-15 Main St. ' (1) ·
'US-27 (SR-25) ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
930237 (1) ·
930338 (1) ·
930342 (1) ·
934131 (1) ·
934176 (1) ·
934203 (1) ·
934223 (1) ·
934258 (1) ·
934315 (1) ·
934322 (1) ·
934948 (1) ·
934954 (1) ·
934989 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'At East Canal St. ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
Deck Type 107:
Scour 113:
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:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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