Drilldown: bridge data
From Indian River Lagoon Project
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'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'CSX RR ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'6 Ave S to NB I-95' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
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'SR-5 (US-1) NB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
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'WB SR 802 Lake Ave' (1)
880103 (1) ·
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930510 (1) ·
930511 (1)
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1)
10500 (1) ·
113000 (1) ·
116000 (1) ·
14250 (1) ·
190500 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
236000 (1) ·
28500 (1) ·
7350 (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) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
24724 (1) ·
330518 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
49448 (1)
Showing below up to 17 results in range #1 to #17.
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