Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Route 005d:
00091 
& 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.
& 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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890084 (1) ·
940057 (1) ·
940058 (1) ·
940061 (1) ·
940064 (1) ·
940066 (1) ·
940104 (1) ·
940105 (1)
Location 009:
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1)
Latitude 016:
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27091847 (1) ·
27113920 (1) ·
27133752 (1) ·
27173677 (1) ·
27173720 (1) ·
27250685 (1) ·
27281279 (1) ·
27283927 (1) ·
27300073 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27385917 (1) ·
27385953 (1)
Longitude 017:
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80180137 (1) ·
80193471 (1) ·
80202976 (1) ·
80221024 (1) ·
80221116 (1) ·
80242270 (1) ·
80263571 (1) ·
80270308 (1) ·
80344892 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80513039 (1) ·
80513106 (1)
Owner 022:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Deck 058:
Channel 061: (Click arrow to add another value)
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)
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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