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:
Direction 005e:
Features 006a:
'B19 Canal ' (1) ·
'Bulow Creek ' (1) ·
'Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Gertie ' (1) ·
'Little Cow Creek ' (1) ·
'Little Tomoka River ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'Cow Creek Road ' (1) ·
'CR-4009 ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'Dunn Avenue ' (1) ·
'Hunting Camp Road ' (1) ·
'Lake Ashby Road ' (1) ·
'Lake Harney Road ' (1) ·
'Madeline Avenue ' (1) ·
'Maytown Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Pioneer Trail ' (1) ·
'Samsula Drive ' (1) ·
'Tymber Creek Road ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Williams Road ' (1)
Number 008:
794050 (1) ·
794063 (1) ·
794118 (1) ·
794121 (1) ·
794123 (1) ·
794124 (1) ·
794126 (1) ·
794130 (1) ·
794131 (1) ·
794133 (1) ·
794139 (1) ·
794141 (1) ·
794146 (1) ·
794184 (1) ·
794185 (1) ·
794186 (1) ·
794188 (1) ·
794189 (1) ·
794193 (1) ·
794194 (1)
Location 009:
'0.2 Miles North of SR 40 ' (1) ·
'0.25 W of Turnbull Bay Rd' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'200ft. East of SR-415 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4.8 miles East of SR-415 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
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 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) ·
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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