Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CLEAR LAKE ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'St Johns River ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-528 ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US98&441 SR700&15' (1)
Number 008:
700150 (1) ·
790018 (1) ·
790019 (1) ·
790027 (1) ·
790099 (1) ·
790163 (1) ·
790920 (1) ·
790941 (1) ·
890079 (1) ·
890111 (1) ·
890130 (1) ·
890131 (1) ·
930091 (1) ·
930215 (1) ·
930239 (1) ·
930333 (1) ·
930412 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930447 (1) ·
930455 (1) ·
934277 (1) ·
937707 (1)
Location 009:
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
26221756 (1) ·
26222497 (1) ·
26252638 (1) ·
26290100 (1) ·
26312802 (1) ·
26313526 (1) ·
26313548 (1) ·
26315179 (1) ·
26401030 (1) ·
26430400 (1) ·
26430410 (1) ·
26550153 (1) ·
26554196 (1) ·
26581931 (1) ·
27033218 (1) ·
27033286 (1) ·
27121953 (1) ·
28270988 (1) ·
28520760 (1) ·
28520804 (1) ·
29133602 (1) ·
29142807 (1) ·
29143956 (1) ·
29151698 (1) ·
29151780 (1)
Longitude 017:
80040030 (1) ·
80040084 (1) ·
80050470 (1) ·
80090356 (1) ·
80100849 (1) ·
80101504 (1) ·
80101799 (1) ·
80101974 (1) ·
80101977 (1) ·
80102169 (1) ·
80102271 (1) ·
80102293 (1) ·
80104223 (1) ·
80141809 (1) ·
80142079 (1) ·
80240091 (1) ·
80364774 (1) ·
80534962 (1) ·
81072482 (1) ·
81072493 (1) ·
81133337 (1) ·
81134830 (1) ·
81170942 (1) ·
81171026 (1) ·
81183972 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
Inspect Date 090:
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)
Future 114:
Clearance 116:
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