Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'Berrys Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal C-54 ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River Relief ' (1) ·
'IWW Halifax River ' (1) ·
'Military Trail & CSX RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'US-1 ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CR708 125.4 ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Fay Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Island Way ' (1) ·
'Port St. Lucie Bld' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 WB ' (1) ·
'SR-407 ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-192 EB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700079 (1) ·
700091 (1) ·
700233 (1) ·
700234 (1) ·
704154 (1) ·
704161 (1) ·
790002 (1) ·
790021 (1) ·
790082 (1) ·
790083 (1) ·
790086 (1) ·
790097 (1) ·
790148 (1) ·
790149 (1) ·
790166 (1) ·
790167 (1) ·
790217 (1) ·
880100 (1) ·
890119 (1) ·
930245 (1) ·
930246 (1) ·
934177 (1) ·
934295 (1) ·
940142 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'800 ft West of I 95 ' (1) ·
'Fay Blvd. - I-95 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB over US-1 ' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
26220525 (1) ·
26220610 (1) ·
26403896 (1) ·
26561000 (1) ·
27023878 (1) ·
27162224 (1) ·
27363540 (1) ·
27492427 (1) ·
28051366 (1) ·
28051434 (1) ·
28122956 (1) ·
28275318 (1) ·
28300578 (1) ·
28491441 (1) ·
28491498 (1) ·
28543983 (1) ·
28544052 (1) ·
29014148 (1) ·
29085374 (1) ·
29094796 (1) ·
29095064 (1) ·
29095111 (1) ·
29200900 (1) ·
29200964 (1)
Longitude 017:
80071317 (1) ·
80071550 (1) ·
80071555 (1) ·
80082400 (1) ·
80142214 (1) ·
80213032 (1) ·
80304170 (1) ·
80345659 (1) ·
80345692 (1) ·
80362615 (1) ·
80381773 (1) ·
80491666 (1) ·
80501889 (1) ·
80513571 (1) ·
80513613 (1) ·
80551845 (1) ·
80583172 (1) ·
81052615 (1) ·
81052672 (1) ·
81075150 (1) ·
81075240 (1) ·
81161842 (1) ·
81161879 (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 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:
Clearance 116:
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