Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12147 (1) ·
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12200 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'Boynton Inlet ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CSX RR ' (1) ·
'FL TPK SR-91 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River West Relief' (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) ·
'SR-404 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
Zoo Trail (1)
Critical 006b:
Facility 007:
'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) ·
'EAST OCEAN AVE. ' (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) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'KELLER ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR A1A ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR802 (Lake Worth)' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR 802 Lake Ave' (1) ·
Pineda Causeway (1)
Number 008:
700075 (1) ·
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700141 (1) ·
700142 (1) ·
700226 (1) ·
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Location 009:
.1 Mi E of I-95 (1) ·
'.1 Mile W of US-A1A ' (1) ·
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'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) ·
'A1A 2.5km North of SR 804' (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) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
26295449 (1) ·
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28122002 (1)
Longitude 017:
80022882 (1) ·
80023162 (1) ·
80023594 (1) ·
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80422199 (1)
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10500 (1) ·
10516 (1) ·
113000 (1) ·
116000 (1) ·
1200 (1) ·
18500 (1) ·
190500 (1) ·
20000 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
28500 (1) ·
3240 (1) ·
325 (1) ·
6800 (1) ·
7350 (1) ·
7850 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Future 114:
11798 (1) ·
1250 (1) ·
12752 (1) ·
13145 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
27884 (1) ·
330518 (1) ·
34700 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
600 (1) ·
9812 (1)
Clearance 116:
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