Drilldown: bridge data
From Indian River Lagoon Project
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'ANGLE RD & BELCHER CANAL' (1) ·
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'ST LUCIE CANAL ' (1)
'CR68 ORNG AV 156.1' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
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'SR-91 (TPK) 78.7 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
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'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
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'0.1 MILE WEST OF I-95 ' (1) ·
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'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (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 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) ·
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 34 results in range #1 to #34.
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