Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-14 CANAL ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LATERAL CANAL #38 ' (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:
'BISCAYNE DRIVE ' (1) ·
'CRESTHAVEN BLVD ' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill 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) ·
'PIPER'S GLEN ROAD ' (1) ·
'PURDY LANE ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930104 (1) ·
930223 (1) ·
930259 (1) ·
930261 (1) ·
930262 (1) ·
930318 (1) ·
930334 (1) ·
930373 (1) ·
930456 (1) ·
930458 (1) ·
931001 (1) ·
934312 (1) ·
934315 (1) ·
934322 (1) ·
934326 (1) ·
934329 (1) ·
934359 (1) ·
934361 (1) ·
934365 (1) ·
934366 (1) ·
934940 (1) ·
935750 (1) ·
936350 (1)
Location 009:
'.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) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.0 MILES N OF SR 812 ' (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)
Latitude 016:
26295449 (1) ·
26352535 (1) ·
26352546 (1) ·
26360866 (1) ·
26360954 (1) ·
26361478 (1) ·
26362838 (1) ·
26363210 (1) ·
26364900 (1) ·
26365544 (1) ·
26365576 (1) ·
26370275 (1) ·
26370347 (1) ·
26371314 (1) ·
26373441 (1) ·
26381065 (1) ·
26381073 (1) ·
26381235 (1) ·
26383999 (1) ·
26384113 (1) ·
26385460 (1) ·
26390702 (1)
Longitude 017:
80022882 (1) ·
80024618 (1) ·
80032221 (1) ·
80040620 (1) ·
80040685 (1) ·
80040740 (1) ·
80040800 (1) ·
80041919 (1) ·
80072023 (1) ·
80074322 (1) ·
80074389 (1) ·
80074527 (1) ·
80074708 (1) ·
80074938 (1) ·
80075212 (1) ·
80075828 (1) ·
80084953 (1) ·
80101893 (1) ·
80102240 (1) ·
80102258 (1) ·
80102470 (1) ·
80102528 (1) ·
80102572 (1)
Owner 022:
Built 027:
Traffic 029:
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 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: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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) ·
136198 (1) ·
14054 (1) ·
14314 (1) ·
1500 (1) ·
201260 (1) ·
23076 (1) ·
25331 (1) ·
26400 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
5205 (1) ·
62460 (1) ·
69400 (1) ·
79810 (1)
Clearance 116:
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