Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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) ·
'C-51 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-2W CANAL ' (1) ·
'FL TPK SR-91 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-38 CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lake Ida Road ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'Linton Blvd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1)
Number 008:
930259 (1) ·
930261 (1) ·
930262 (1) ·
930373 (1) ·
930442 (1) ·
930443 (1) ·
930458 (1) ·
930490 (1) ·
930495 (1) ·
930497 (1) ·
930499 (1) ·
930503 (1) ·
930504 (1) ·
930508 (1) ·
930509 (1) ·
930510 (1) ·
930511 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
934367 (1) ·
934938 (1) ·
934939 (1) ·
934952 (1) ·
934986 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'Lake Worth ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1)
Latitude 016:
26251431 (1) ·
26251444 (1) ·
26252703 (1) ·
26262220 (1) ·
26262244 (1) ·
26272575 (1) ·
26272647 (1) ·
26274100 (1) ·
26274200 (1) ·
26280900 (1) ·
26281695 (1) ·
26290135 (1) ·
26290212 (1) ·
26290213 (1) ·
26295890 (1) ·
26342040 (1) ·
26363210 (1) ·
26363990 (1) ·
26364054 (1) ·
26364900 (1) ·
26381065 (1) ·
26383999 (1) ·
26384400 (1) ·
26384575 (1)
Longitude 017:
80032221 (1) ·
80040600 (1) ·
80040610 (1) ·
80040620 (1) ·
80040685 (1) ·
80040715 (1) ·
80040740 (1) ·
80040800 (1) ·
80040879 (1) ·
80044365 (1) ·
80051800 (1) ·
80051925 (1) ·
80052000 (1) ·
80052100 (1) ·
80052546 (1) ·
80052717 (1) ·
80055081 (1) ·
80084780 (1) ·
80084942 (1) ·
80085013 (1) ·
80102125 (1) ·
80102300 (1) ·
80103398 (1) ·
80103466 (1)
Owner 022:
Built 027:
Traffic 029:
101541 (1) ·
104500 (1) ·
10500 (1) ·
113000 (1) ·
116000 (1) ·
195661 (1) ·
21000 (1) ·
23000 (1) ·
232000 (1) ·
23500 (1) ·
236000 (1) ·
24000 (1) ·
3200 (1) ·
33000 (1) ·
34000 (1) ·
7300 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
12666 (1) ·
157712 (1) ·
176174 (1) ·
181308 (1) ·
18218 (1) ·
196055 (1) ·
201260 (1) ·
339472 (1) ·
36435 (1) ·
39905 (1) ·
402520 (1) ·
40773 (1) ·
409460 (1) ·
41640 (1) ·
5552 (1) ·
57255 (1) ·
58990 (1)
Clearance 116:
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