Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Conners Canal ' (1) ·
'Deep Creek ' (1) ·
'Dirksen Drive ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'Reed Canal ' (1) ·
'SR-442 ' (1) ·
'St. Johns River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-A1A ' (1) ·
'US-1 NB ' (1) ·
'US-92 WB ' (1)
Number 008:
790021 (1) ·
790023 (1) ·
790027 (1) ·
790030 (1) ·
790033 (1) ·
790035 (1) ·
790042 (1) ·
790053 (1) ·
790062 (1) ·
790077 (1) ·
790078 (1) ·
790086 (1) ·
790099 (1) ·
790106 (1) ·
790147 (1) ·
790148 (1) ·
790150 (1) ·
790152 (1) ·
790172 (1) ·
790920 (1) ·
790941 (1) ·
794016 (1) ·
795521 (1) ·
796500 (1)
Location 009:
'0.4 mi S of Addison Drive' (1) ·
'A1A-Port Orange Relief ' (1) ·
'At Intersection w LPGA BL' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB - Tomoka R. ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB - Tomoka R. ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-46 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-92 WB-Tomoka River ' (1)
Latitude 016:
28425058 (1) ·
28491441 (1) ·
28520760 (1) ·
28520804 (1) ·
28521781 (1) ·
28535974 (1) ·
28563417 (1) ·
28570267 (1) ·
28571848 (1) ·
29012564 (1) ·
29015737 (1) ·
29021928 (1) ·
29083964 (1) ·
29085374 (1) ·
29091631 (1) ·
29092052 (1) ·
29092639 (1) ·
29095111 (1) ·
29143174 (1) ·
29143956 (1) ·
29151780 (1) ·
29154558 (1) ·
29154580 (1) ·
29203187 (1)
Longitude 017:
80513571 (1) ·
80542264 (1) ·
80545970 (1) ·
80550332 (1) ·
80570342 (1) ·
80583172 (1) ·
80590233 (1) ·
81005885 (1) ·
81020286 (1) ·
81030053 (1) ·
81043623 (1) ·
81044346 (1) ·
81051074 (1) ·
81052672 (1) ·
81060965 (1) ·
81070414 (1) ·
81070520 (1) ·
81072482 (1) ·
81080270 (1) ·
81133337 (1) ·
81152780 (1) ·
81170430 (1) ·
81170942 (1) ·
81171026 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059: (Click arrow to add another value)
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 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:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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