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:
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'Berrys Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR-3 ' (1) ·
'Deep Creek ' (1) ·
'George King Blvd ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Loxahatchee Slough ' (1) ·
'N CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SR 91 TPK ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
George King Blvd (1)
Critical 006b:
Facility 007:
'CR708 125.4 ' (1) ·
'EB SR-710 ' (1) ·
'Haverhill Rd ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'WB SR-710 ' (1) ·
SR-A1A SB (1)
Number 008:
700054 (1) ·
700079 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
790002 (1) ·
790021 (1) ·
790034 (1) ·
790086 (1) ·
790097 (1) ·
790149 (1) ·
790217 (1) ·
880059 (1) ·
880067 (1) ·
890102 (1) ·
890119 (1) ·
890126 (1) ·
930215 (1) ·
930223 (1) ·
930412 (1) ·
930535 (1) ·
930536 (1) ·
934295 (1) ·
934506 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26221756 (1) ·
26252638 (1) ·
26360866 (1) ·
26403896 (1) ·
26442375 (1) ·
26492016 (1) ·
26492039 (1) ·
27023878 (1) ·
27061911 (1) ·
27101012 (1) ·
27333344 (1) ·
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28491441 (1) ·
28491498 (1) ·
28555594 (1) ·
29014148 (1) ·
29094796 (1) ·
29095064 (1) ·
29095111 (1)
Longitude 017:
80071317 (1) ·
80101483 (1) ·
80101504 (1) ·
80101580 (1) ·
80101799 (1) ·
80102470 (1) ·
80121176 (1) ·
80142214 (1) ·
80155436 (1) ·
80321756 (1) ·
80370688 (1) ·
80370748 (1) ·
80381732 (1) ·
80381773 (1) ·
80454646 (1) ·
80454647 (1) ·
80481496 (1) ·
80481590 (1) ·
80513571 (1) ·
80513613 (1) ·
80551845 (1) ·
81052615 (1) ·
81052672 (1) ·
81063625 (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:
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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