Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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Use the filters below to narrow your results.
ObjectID:
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL L-30 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'DIRT FARM ROAD ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO (E-4) CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I-95 (SR-9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'Atlantic Avenue ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Ida Road ' (1) ·
'LINTON BLVD. ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR806 Atlantic Ave' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'West Atlantic Ave.' (1)
Number 008:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.2MI S of LINDELL BLVD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5 mi N of Atlantic Ave ' (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) ·
'1.5 miles South of SR 806' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1Mi E of CR809/Military T' (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) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'Just W. of Congress Ave.' (1)
26251431 (1) ·
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80023162 (1) ·
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80025576 (1) ·
80033398 (1) ·
80035127 (1) ·
80035475 (1) ·
80045345 (1) ·
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80052000 (1) ·
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80103466 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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)
10625 (1) ·
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3000 (1) ·
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46846 (1) ·
50315 (1) ·
5552 (1) ·
57255 (1) ·
600 (1) ·
70268 (1) ·
75472 (1) ·
9812 (1)
Showing below up to 41 results in range #1 to #41.
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