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.
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-6 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WB SR 80 ' (1)
'EB SR 802 Lake Ave' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KELLER ROAD ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-807 Congress Av' (1) ·
'WB SR 802 Lake Ave' (1)
930104 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930318 (1) ·
930373 (1) ·
930458 (1) ·
930466 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
934940 (1) ·
936350 (1)
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1)
116000 (1) ·
1200 (1) ·
16500 (1) ·
23000 (1) ·
232000 (1) ·
236000 (1) ·
27500 (1) ·
3240 (1) ·
5200 (1) ·
7350 (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
12752 (1) ·
1500 (1) ·
201260 (1) ·
28628 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
47712 (1) ·
5205 (1) ·
9022 (1)
Showing below up to 17 results in range #1 to #17.
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