Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15595 (1) ·
15600 (1) ·
15639 (1) ·
15640 (1) ·
15641 (1) ·
15642 (1) ·
15643 (1) ·
15648 (1) ·
15665 (1) ·
15669 (1) ·
15670 (1) ·
15672 (1) ·
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15751 (1) ·
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15834 (1) ·
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19503 (1)
Date: (Click arrow to add another value)
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) ·
'CSX RR ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kellers Canal ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (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) ·
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG ROAD ' (1) ·
'KELLER ROAD ' (1) ·
'KUDZA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'Lantana Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PURDY LANE ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR802 (Lake Worth)' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930073 (1) ·
930104 (1) ·
930259 (1) ·
930260 (1) ·
930261 (1) ·
930262 (1) ·
930263 (1) ·
930273 (1) ·
930318 (1) ·
930328 (1) ·
930329 (1) ·
930334 (1) ·
930373 (1) ·
930456 (1) ·
930458 (1) ·
930508 (1) ·
930509 (1) ·
930510 (1) ·
930511 (1) ·
934302 (1) ·
934307 (1) ·
934312 (1) ·
934315 (1) ·
934322 (1) ·
934326 (1) ·
934329 (1) ·
934348 (1) ·
934359 (1) ·
934361 (1) ·
934365 (1) ·
934366 (1) ·
934367 (1) ·
934940 (1) ·
935750 (1) ·
936350 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'Lake Worth ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1)
Latitude 016:
26295449 (1) ·
26342040 (1) ·
26352535 (1) ·
26352546 (1) ·
26360600 (1) ·
26360954 (1) ·
26361478 (1) ·
26362838 (1) ·
26363210 (1) ·
26363334 (1) ·
26363379 (1) ·
26363990 (1) ·
26364054 (1) ·
26364900 (1) ·
26365544 (1) ·
26365576 (1) ·
26370205 (1) ·
26370347 (1) ·
26370804 (1) ·
26370912 (1) ·
26371314 (1) ·
26373441 (1) ·
26374030 (1) ·
26374035 (1) ·
26375277 (1) ·
26381065 (1) ·
26381073 (1) ·
26381235 (1) ·
26383999 (1) ·
26384113 (1) ·
26384400 (1) ·
26384575 (1) ·
26385460 (1) ·
26390702 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80032221 (1) ·
80040290 (1) ·
80040600 (1) ·
80040610 (1) ·
80040620 (1) ·
80040645 (1) ·
80040685 (1) ·
80040715 (1) ·
80040740 (1) ·
80040800 (1) ·
80040830 (1) ·
80040879 (1) ·
80041919 (1) ·
80043911 (1) ·
80043925 (1) ·
80050085 (1) ·
80072023 (1) ·
80074322 (1) ·
80074389 (1) ·
80074527 (1) ·
80074621 (1) ·
80074708 (1) ·
80074786 (1) ·
80074852 (1) ·
80074938 (1) ·
80075212 (1) ·
80075828 (1) ·
80084953 (1) ·
80101893 (1) ·
80102240 (1) ·
80102258 (1) ·
80102300 (1) ·
80102572 (1)
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
10516 (1) ·
113000 (1) ·
116000 (1) ·
1200 (1) ·
13300 (1) ·
14600 (1) ·
190500 (1) ·
21000 (1) ·
21500 (1) ·
22000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
28500 (1) ·
3240 (1) ·
3450 (1) ·
36000 (1) ·
40000 (1) ·
46000 (1) ·
7300 (1) ·
7350 (1) ·
748 (1) ·
8100 (1) ·
8250 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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:
1249 (1) ·
12666 (1) ·
12752 (1) ·
13145 (1) ·
14054 (1) ·
14314 (1) ·
1500 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
23076 (1) ·
25331 (1) ·
26400 (1) ·
330518 (1) ·
36435 (1) ·
37303 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
49447 (1) ·
49448 (1) ·
5205 (1) ·
62460 (1) ·
69400 (1) ·
79810 (1)
Clearance 116:
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