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) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CSX RR ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
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'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) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KELLER ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
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'SB I-95 to 6 Ave S' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR802 (Lake Worth)' (1) ·
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'.4mi. East of Congress ' (1) ·
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'0.5 MI WEST OF SR-809 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
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'1 mile North of SR 812 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (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) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (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)
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7350 (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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) ·
13145 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
27413 (1) ·
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34960 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
69920 (1)
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