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:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'FECRR ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'CR-4009 ' (1) ·
'CR708 125.4 ' (1) ·
'Haverhill Rd ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Levee Road ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
Number 008:
700079 (1) ·
790002 (1) ·
790004 (1) ·
790021 (1) ·
790035 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
794193 (1) ·
890119 (1) ·
930187 (1) ·
930198 (1) ·
930267 (1) ·
930268 (1) ·
930367 (1) ·
930441 (1) ·
930458 (1) ·
930503 (1) ·
930504 (1) ·
930804 (1) ·
934295 (1) ·
940136 (1) ·
940157 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-1 SB over FECRR ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26195649 (1) ·
26203900 (1) ·
26274100 (1) ·
26274200 (1) ·
26363210 (1) ·
26383900 (1) ·
26403896 (1) ·
26482992 (1) ·
26483050 (1) ·
26515528 (1) ·
27023878 (1) ·
27220381 (1) ·
27220468 (1) ·
28122956 (1) ·
28491441 (1) ·
28491498 (1) ·
28493748 (1) ·
28563417 (1) ·
29014148 (1) ·
29052660 (1) ·
29094796 (1) ·
29095064 (1) ·
29095111 (1)
Longitude 017:
80030866 (1) ·
80040740 (1) ·
80050893 (1) ·
80050894 (1) ·
80051800 (1) ·
80051925 (1) ·
80070450 (1) ·
80070535 (1) ·
80071317 (1) ·
80074430 (1) ·
80142214 (1) ·
80324763 (1) ·
80324769 (1) ·
80381773 (1) ·
80462658 (1) ·
80511310 (1) ·
80513571 (1) ·
80513613 (1) ·
80551845 (1) ·
81013690 (1) ·
81052615 (1) ·
81052672 (1) ·
81060965 (1) ·
81232561 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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:
Clearance 116:
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