Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > County 003:
Saint Lucie 
& 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: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL L-20 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FIVE MILE CREEK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CR603(JOHNSTON RD)' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'GORDY ROAD ' (1) ·
'JEANNE AVE ' (1) ·
'Kings Highway ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'RANGE LINERD CR609' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SHINN ROAD ' (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 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1)
Number 008:
940007 (1) ·
940015 (1) ·
940018 (1) ·
940026 (1) ·
940027 (1) ·
940038 (1) ·
940057 (1) ·
940058 (1) ·
940060 (1) ·
940061 (1) ·
940064 (1) ·
940066 (1) ·
940067 (1) ·
940071 (1) ·
940104 (1) ·
940105 (1) ·
944010 (1) ·
945254 (1) ·
945261 (1) ·
945271 (1) ·
945272 (1)
Location 009:
'0.2MI S OF EDWARDS RD ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'AT MARTIN COUNTY LINE ' (1)
Latitude 016:
27122264 (1) ·
27130362 (1) ·
27133752 (1) ·
27155561 (1) ·
27173677 (1) ·
27173720 (1) ·
27201587 (1) ·
27201709 (1) ·
27220118 (1) ·
27232266 (1) ·
27234679 (1) ·
27241068 (1) ·
27241547 (1) ·
27245404 (1) ·
27250685 (1) ·
27281239 (1) ·
27281242 (1) ·
27281279 (1) ·
27283927 (1) ·
27300073 (1) ·
27320060 (1)
Longitude 017:
80202976 (1) ·
80214936 (1) ·
80215355 (1) ·
80215950 (1) ·
80220192 (1) ·
80221024 (1) ·
80221116 (1) ·
80221826 (1) ·
80222500 (1) ·
80235669 (1) ·
80235687 (1) ·
80242270 (1) ·
80251175 (1) ·
80262430 (1) ·
80263571 (1) ·
80270308 (1) ·
80282176 (1) ·
80282441 (1) ·
80285306 (1) ·
80344892 (1) ·
80363628 (1)
Owner 022:
Built 027:
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)
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) ·
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:
Showing below up to 21 results in range #1 to #21.
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