Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'6th Avenue South ' (1) ·
'BRANCH OF ICWW ' (1) ·
'CR 702 45th Street ' (1) ·
'Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIO MAR BAY ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'WPB Drainage Canal ' (1)
790801 (1) ·
884038 (1) ·
884047 (1) ·
885808 (1) ·
930072 (1) ·
930294 (1) ·
930458 (1) ·
930516 (1) ·
930519 (1) ·
930520 (1) ·
930540 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
934126 (1) ·
935508 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 / SR 882 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1)
10 (1) ·
100 (1) ·
101 (1) ·
120 (1) ·
1260 (1) ·
160500 (1) ·
213000 (1) ·
226000 (1) ·
232000 (1) ·
4 (1) ·
5 (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) ·
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) ·
Bridge not over waterway. (1)
121 (1) ·
150 (1) ·
180 (1) ·
20 (1) ·
200 (1) ·
2186 (1) ·
278468 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
6 (1) ·
9 (1)
Showing below up to 16 results in range #1 to #16.
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