Drilldown: bridge data
From Indian River Lagoon Project
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19550 (1)
'C-51 Canal ' (1) ·
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'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
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'LAT CANL #45(GLADES INT)' (1) ·
'Lateral B Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'PHIPP CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
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'SR-91 N/S TPK ' (1) ·
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'ENGLAR DRIVE ' (1) ·
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'I-95 ' (1) ·
'Levee Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NW 2ND ST ' (1) ·
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'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
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'SR-404 WB ' (1) ·
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'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 126.5' (1) ·
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'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
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'.2MI S of LINDELL BLVD ' (1) ·
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'0.25 MI N OF ATLANTIC AVE' (1) ·
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'0.9MI W OF SCHUMANN RD ' (1) ·
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'Glades Rd. & Turnpike ' (1) ·
'I-95 over US-192 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
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'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (1)
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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 not over waterway. (1)
Showing below up to 28 results in range #1 to #28.
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