Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BESSEY CREEK ' (1) ·
'C-23 Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'Header Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 710 & SCL RR ' (1)
'I-95 NB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US-1 ' (1) ·
'WB SR 70 ' (1)
700006 (1) ·
700007 (1) ·
700008 (1) ·
700123 (1) ·
880059 (1) ·
880066 (1) ·
880067 (1) ·
890082 (1) ·
890085 (1) ·
890111 (1) ·
930159 (1) ·
930223 (1) ·
930333 (1) ·
940076 (1) ·
940119 (1)
'0.37MI N OF SR-712 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (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)
Showing below up to 15 results in range #1 to #15.
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