Drilldown: bridge data
From Indian River Lagoon Project
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'RANGE LINE CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'St. Johns River ' (1) ·
'Tide Relief Canal ' (1) ·
'Turkey Creek ' (1) ·
INDIAN RIVER (1)
'53RD STREET ' (1) ·
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'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DUDA ROAD ' (1) ·
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'PERIWINKLE DRIVE ' (1) ·
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'SR 91 TPK RMP 93.5' (1) ·
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'SR-510 Wabasso Rd ' (1) ·
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'SR-A1A ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 ' (1) ·
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NASA CAUSEWAY WB (1)
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'0.1MI E of SW 9TH AVE ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1MI Wof CR-615(66th St)' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI W OF CR-615 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'City of Jupiter ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 - FECRR ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'WEST PALM BEACH INTERCH. ' (1) ·
KENNEDY SPACE CENTER (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) ·
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)
None (1) ·
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90220 (1)
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