Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BARBARA BASIN ' (1) ·
'BRANCH OF ICWW ' (1) ·
'BRANCH OF INDIAN RIVER ' (1) ·
'C-51 Canal ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Creek ' (1) ·
'CROOKED CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'L-10 Canal ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'S-135 Canal ' (1) ·
'SWEETIE SLOUGH ' (1)
'21ST ST SW ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CR-717 ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'Indian Lake Road ' (1) ·
'ISLAND RD. ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Levee Road ' (1) ·
'Park Road ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SIMARA STREET ' (1) ·
'ST LUCIE BLVD ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'SW Wood St. ' (1)
790801 (1) ·
884038 (1) ·
884047 (1) ·
890800 (1) ·
894014 (1) ·
894049 (1) ·
895501 (1) ·
895505 (1) ·
930072 (1) ·
930801 (1) ·
930805 (1) ·
930806 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
935303 (1) ·
935508 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'100FT Eof SEWALLS PT. RD.' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'300FT East of CR-717 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (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 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)
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 18 results in range #1 to #18.
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