Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
4 
& 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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'Blue Heron Blvd ' (1) ·
'NW 13 ST ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR A1A ' (1) ·
'SR-405 ' (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 TPK 134.1 ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-98 US-441 SR-80' (1) ·
'Williamson Blvd ' (1) ·
SR-518 (1) ·
SR-520 (1)
Number 008:
700003 (1) ·
700167 (1) ·
700184 (1) ·
700196 (1) ·
794096 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890084 (1) ·
930004 (1) ·
930005 (1) ·
930269 (1) ·
930406 (1) ·
930439 (1) ·
930545 (1) ·
935215 (1) ·
940061 (1) ·
940064 (1) ·
940066 (1)
Location 009:
'0.03Mi E of NW 15TH AVE ' (1) ·
'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) ·
'0.5mi. East of US-1 ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-80 3MI E. 20 MI BEND ' (1) ·
'SR-A1A East of ICWW ' (1) ·
SR-518 over Indian River (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26214151 (1) ·
26404080 (1) ·
26410105 (1) ·
26465867 (1) ·
26470126 (1) ·
26495569 (1) ·
26564568 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27091847 (1) ·
27113920 (1) ·
27133752 (1) ·
27250685 (1) ·
27300073 (1) ·
27573877 (1) ·
28075792 (1) ·
28212382 (1) ·
28330264 (1) ·
29125374 (1)
Longitude 017:
80022352 (1) ·
80025351 (1) ·
80033671 (1) ·
80050482 (1) ·
80065459 (1) ·
80074325 (1) ·
80111971 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80180137 (1) ·
80184445 (1) ·
80193471 (1) ·
80202976 (1) ·
80242270 (1) ·
80322419 (1) ·
80344892 (1) ·
80370269 (1) ·
80423456 (1) ·
80501321 (1) ·
81052755 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Substructure 060:
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)
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 by assessment, 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 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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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