Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15189 (1) ·
15190 (1) ·
15191 (1) ·
15192 (1) ·
15193 (1) ·
15595 (1) ·
15600 (1) ·
15639 (1) ·
15640 (1) ·
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15648 (1) ·
15665 (1) ·
15693 (1) ·
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15917 (1) ·
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19193 (1) ·
19194 (1) ·
19375 (1) ·
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19420 (1) ·
19421 (1) ·
19503 (1) ·
19529 (1)
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) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'COLLIER WATERWAY ' (1) ·
'CSX RR ' (1) ·
'ELKCAM WATERWAY ' (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) ·
'SR802 Lake Worth Rd ' (1) ·
'St. Sebastian River ' (1) ·
'W.P.B. Canal (C-51) ' (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) ·
'AUDUBON CSWY ' (1) ·
'BARBER STREET ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (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) ·
'PERIWINKLE DRIVE ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR802 (Lake Worth)' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
884078 (1) ·
884079 (1) ·
885601 (1) ·
885602 (1) ·
885603 (1) ·
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930073 (1) ·
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930511 (1) ·
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934307 (1) ·
934367 (1) ·
934940 (1) ·
936350 (1) ·
936451 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3MI N of CR 512 ' (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) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.8 MI East of I-95 ' (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)
Latitude 016:
26295449 (1) ·
26335150 (1) ·
26342040 (1) ·
26360600 (1) ·
26363210 (1) ·
26363334 (1) ·
26363379 (1) ·
26363990 (1) ·
26364054 (1) ·
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26365544 (1) ·
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27455347 (1) ·
27461012 (1) ·
27461070 (1) ·
27464133 (1) ·
27474990 (1) ·
27475995 (1)
Longitude 017:
80022882 (1) ·
80024030 (1) ·
80024618 (1) ·
80032221 (1) ·
80040290 (1) ·
80040600 (1) ·
80040610 (1) ·
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80040879 (1) ·
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80043911 (1) ·
80043925 (1) ·
80050085 (1) ·
80075212 (1) ·
80102300 (1) ·
80283504 (1) ·
80284214 (1) ·
80290638 (1) ·
80291127 (1) ·
80293742 (1) ·
80302066 (1) ·
80302110 (1)
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
10516 (1) ·
113000 (1) ·
116000 (1) ·
1200 (1) ·
1750 (1) ·
190500 (1) ·
2050 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
250 (1) ·
28500 (1) ·
3100 (1) ·
3240 (1) ·
625 (1) ·
7350 (1) ·
7600 (1) ·
8400 (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:
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:
1041 (1) ·
12752 (1) ·
13145 (1) ·
13186 (1) ·
14574 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
300 (1) ·
3036 (1) ·
330518 (1) ·
3556 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
5378 (1)
Clearance 116:
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