Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-15 CANAL ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'CSX Railroad ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1)
Critical 006b:
Facility 007:
'Atlantic Avenue ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Hagen Ranch Road ' (1) ·
'I 95 SR 9 ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lake Ida Road ' (1) ·
'Linton Blvd. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'West Atlantic Ave.' (1)
Number 008:
930026 (1) ·
930064 (1) ·
930069 (1) ·
930240 (1) ·
930322 (1) ·
930442 (1) ·
930443 (1) ·
930490 (1) ·
931009 (1) ·
934419 (1) ·
934455 (1) ·
934470 (1) ·
934482 (1) ·
934483 (1) ·
934911 (1) ·
934958 (1) ·
934963 (1) ·
934986 (1) ·
935501 (1) ·
935502 (1) ·
935506 (1) ·
935507 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'Just W. of Congress Ave.' (1)
Latitude 016:
26251431 (1) ·
26251444 (1) ·
26252148 (1) ·
26252844 (1) ·
26252859 (1) ·
26254577 (1) ·
26260295 (1) ·
26262125 (1) ·
26262244 (1) ·
26262317 (1) ·
26264610 (1) ·
26272749 (1) ·
26273366 (1) ·
26274181 (1) ·
26281369 (1) ·
26282306 (1) ·
26282666 (1) ·
26290135 (1) ·
26290179 (1) ·
26290216 (1) ·
26290227 (1) ·
26295890 (1)
Longitude 017:
80033398 (1) ·
80034367 (1) ·
80035127 (1) ·
80035475 (1) ·
80043488 (1) ·
80044365 (1) ·
80045345 (1) ·
80050363 (1) ·
80052546 (1) ·
80052717 (1) ·
80053227 (1) ·
80054734 (1) ·
80054787 (1) ·
80055081 (1) ·
80055723 (1) ·
80062196 (1) ·
80065226 (1) ·
80075082 (1) ·
80082019 (1) ·
80092461 (1) ·
80094882 (1) ·
80102125 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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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