Drilldown: bridge data
From Indian River Lagoon Project
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'Bessey Creek ' (1) ·
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'MANATEE CREEK ' (1) ·
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'St Lucie River / SR-707 ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
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'WARNER CREEK ' (1)
'Berry Avenue ' (1) ·
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'CR-A1A (DIXIE HWY)' (1) ·
'CR726 (Citrus Blv)' (1) ·
'I-95 (SR-9) ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-76 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1)
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'0.1 Mile East of A1A ' (1) ·
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'0.2MI SOUTH OF CR-714 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
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'0.6MI South of CR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
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'4.85 Miles E of SR-710 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'By Indian Grove Dr. ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'N of Roosevelt Bridge ' (1)
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80341739 (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)
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)
Showing below up to 31 results in range #1 to #31.