Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
Critical 006b:
Facility 007:
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'Haverhill Rd ' (1) ·
'HORSESHOE POINT RD' (1) ·
'MARGINAL RD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91SB ON/OFF 98.0' (1)
Number 008:
890101 (1) ·
894041 (1) ·
894055 (1) ·
930447 (1) ·
931004 (1) ·
931005 (1) ·
934205 (1) ·
934206 (1) ·
934214 (1) ·
934295 (1) ·
940050 (1) ·
940076 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'S of Southrn/Haverhll Int' (1)
Latitude 016:
Longitude 017:
Owner 022:
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate 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)
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:
Showing below up to 14 results in range #1 to #14.
