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:
'11th St. Canal ' (1) ·
'11th Street Canal ' (1) ·
'Berrys Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Conners Canal ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Lake Gertie ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Airport Road ' (1) ·
'Alta Drive ' (1) ·
'Center Avenue ' (1) ·
'CR-4139 ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'Orange Avenue ' (1) ·
'Saul Street ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-44 WB ' (1) ·
'SR-472 WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
Number 008:
790013 (1) ·
790148 (1) ·
790149 (1) ·
790150 (1) ·
790151 (1) ·
790152 (1) ·
790157 (1) ·
790162 (1) ·
790163 (1) ·
790174 (1) ·
790175 (1) ·
790185 (1) ·
790186 (1) ·
790187 (1) ·
790188 (1) ·
790190 (1) ·
790200 (1) ·
790212 (1) ·
794036 (1) ·
794120 (1) ·
794121 (1) ·
794186 (1) ·
795503 (1) ·
795521 (1) ·
796518 (1)
Location 009:
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'At Intersection w LPGA BL' (1) ·
'At LPGA Blvd. ' (1) ·
'At Reed Canal Road ' (1) ·
'CR-4139 over I-4 ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-A1A over Halifax River' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
28571929 (1) ·
29001448 (1) ·
29010378 (1) ·
29012564 (1) ·
29014148 (1) ·
29014444 (1) ·
29015737 (1) ·
29031634 (1) ·
29031702 (1) ·
29050202 (1) ·
29061326 (1) ·
29085374 (1) ·
29092945 (1) ·
29123122 (1) ·
29125666 (1) ·
29125688 (1) ·
29134915 (1) ·
29135230 (1) ·
29143174 (1) ·
29143549 (1) ·
29144436 (1) ·
29151698 (1) ·
29162604 (1) ·
29181820 (1) ·
29181868 (1)
Longitude 017:
80541414 (1) ·
80545970 (1) ·
80550332 (1) ·
80551845 (1) ·
80580163 (1) ·
80581835 (1) ·
80583172 (1) ·
81003691 (1) ·
81005684 (1) ·
81005748 (1) ·
81010006 (1) ·
81011854 (1) ·
81012071 (1) ·
81022971 (1) ·
81025160 (1) ·
81030053 (1) ·
81053827 (1) ·
81053911 (1) ·
81072493 (1) ·
81074043 (1) ·
81135412 (1) ·
81143187 (1) ·
81152767 (1) ·
81184073 (1) ·
81184077 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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)
Future 114:
Clearance 116:
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