Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. 
& Future Year 115:
2039
& Future Year 115:
2039 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BRANT DR/CARL BOTT' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-708 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR712A (MCCARTY RD' (1) ·
'DIXIE HIGHWAY ' (1) ·
'EB Forest Hill Bld' (1) ·
'KEEN RD (CR-611) ' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
890011 (1) ·
890079 (1) ·
890113 (1) ·
894064 (1) ·
930328 (1) ·
930514 (1) ·
934349 (1) ·
935501 (1) ·
940019 (1) ·
940029 (1) ·
940030 (1) ·
940037 (1) ·
940043 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.1MI S of SR-70 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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)
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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