Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
- fips (487)
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15593 (1) ·
15627 (1) ·
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19550 (1)
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-3 Canal ' (1) ·
'CANAL ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (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) ·
'L-30 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-9 (I-95) ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'AUDUBON BLVD. ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'Graham Road ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'ISLAND DRIVE ' (1) ·
'Kings Highway ' (1) ·
'Lake Ida Road ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR 68 (Orange Ave)' (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)
930069 (1) ·
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930240 (1) ·
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'.2MI E OF HOMEWOOD ROAD ' (1) ·
'.2MI S of LINDELL BLVD ' (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) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (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) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'Just W. of Congress Ave.' (1) ·
'Just North of SR70 on I95' (1)
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80254109 (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
1000 (1) ·
10625 (1) ·
121 (1) ·
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2082 (1) ·
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46846 (1) ·
47280 (1) ·
50315 (1) ·
50848 (1) ·
5552 (1) ·
57255 (1) ·
70268 (1) ·
75472 (1)
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