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:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL E-4 ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FL TPK SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'RCA CANAL ' (1) ·
'SR-507 ' (1)
Critical 006b:
Facility 007:
Number 008:
700186 (1) ·
884077 (1) ·
884093 (1) ·
930338 (1) ·
934139 (1) ·
934228 (1) ·
934258 (1) ·
934361 (1) ·
934367 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090:
Direction 102:
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 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)
Future 114:
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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