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.
'C-17 CANAL ' (1) ·
'Canal - D ' (1) ·
'Canal L-14 ' (1) ·
'E-3 Canal ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I-95 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Summit Boulevard ' (1)
'45TH STREET ' (1) ·
'Congress Ave. ' (1) ·
'Indiantown Rd. ' (1) ·
'JOG ROAD ' (1) ·
'Malabar Rd ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Pineda Causeway ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'US-98 (SR-80) ' (1) ·
'West Atlantic Ave.' (1)
700225 (1) ·
705953 (1) ·
930163 (1) ·
930215 (1) ·
930240 (1) ·
930292 (1) ·
930374 (1) ·
930402 (1) ·
930457 (1) ·
930459 (1) ·
930525 (1) ·
930527 (1) ·
934100 (1) ·
934315 (1)
'0.1 mi E of Minton Rd ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'4 miles west of SR 7 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. / SR 706 Interchange' (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)
122864 (1) ·
125788 (1) ·
130993 (1) ·
13132 (1) ·
137065 (1) ·
171592 (1) ·
199525 (1) ·
23943 (1) ·
28194 (1) ·
59858 (1) ·
62460 (1) ·
75472 (1) ·
83280 (1) ·
93690 (1)
Showing below up to 14 results in range #1 to #14.
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