Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'COLLIER WATERWAY ' (1) ·
'E-2 Canal ' (1) ·
'E-2W CANAL ' (1) ·
'Goat Creek ' (1) ·
'Hillsboro Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'PHIPP CANAL ' (1)
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'CENTER DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'ENGLAR DRIVE ' (1) ·
'Lake Ashby Road ' (1) ·
'NW 2ND ST ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Pioneer Road ' (1) ·
'Private Road ' (1) ·
'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'Tadlock Ave. ' (1)
704191 (1) ·
794146 (1) ·
884066 (1) ·
884069 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
885603 (1) ·
890082 (1) ·
930333 (1) ·
930334 (1) ·
930360 (1) ·
930812 (1) ·
931008 (1) ·
934240 (1) ·
934326 (1) ·
934357 (1) ·
934721 (1) ·
935100 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At 58th Ave ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'LAKE WORTH INTERCHANGE ' (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) ·
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 with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 19 results in range #1 to #19.
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