Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1)
Critical 006b:
Facility 007:
'BARWICK RD ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'ISLAND DRIVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LINTON BLVD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR806 Atlantic Ave' (1)
Number 008:
930069 (1) ·
930215 (1) ·
930442 (1) ·
930443 (1) ·
930455 (1) ·
934419 (1) ·
934455 (1) ·
934482 (1) ·
934483 (1) ·
934918 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
934936 (1) ·
934937 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
935506 (1) ·
935507 (1) ·
935508 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'Just W. of Congress Ave.' (1)
Latitude 016:
26251431 (1) ·
26251444 (1) ·
26252638 (1) ·
26252703 (1) ·
26252706 (1) ·
26260295 (1) ·
26262125 (1) ·
26264610 (1) ·
26270705 (1) ·
26273366 (1) ·
26280864 (1) ·
26280868 (1) ·
26281369 (1) ·
26290100 (1) ·
26290167 (1) ·
26290169 (1) ·
26290212 (1) ·
26290213 (1) ·
26290216 (1) ·
26290227 (1) ·
26290244 (1) ·
26290245 (1)
Longitude 017:
80033398 (1) ·
80050470 (1) ·
80052317 (1) ·
80052387 (1) ·
80052546 (1) ·
80052717 (1) ·
80053541 (1) ·
80053609 (1) ·
80054734 (1) ·
80054787 (1) ·
80055723 (1) ·
80065226 (1) ·
80072101 (1) ·
80072169 (1) ·
80082019 (1) ·
80084773 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80092461 (1) ·
80101799 (1)
Owner 022:
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 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:
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:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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