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:
None (1) ·
24350 (1) ·
30975 (1) ·
54175 (1) ·
58725 (1) ·
77275 (1) ·
Cocoa (1) ·
Jupiter (1) ·
Palm Beach Gardens (1)
Direction 005e:
Features 006a:
'Alamana Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'C-18 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'PHIPP CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'CR712 MDWYRD 150.3' (1) ·
'EB SR-710 ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-710 ' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
700171 (1) ·
790033 (1) ·
790034 (1) ·
790035 (1) ·
890066 (1) ·
890067 (1) ·
890070 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890077 (1) ·
890078 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
930120 (1) ·
930121 (1) ·
930239 (1) ·
940050 (1) ·
940061 (1) ·
940066 (1)
Location 009:
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-415 - Deep Creek ' (1) ·
'SR-415 - Lake Ashby Canal' (1)
Latitude 016:
26500886 (1) ·
26521995 (1) ·
26554196 (1) ·
26591077 (1) ·
27012706 (1) ·
27022544 (1) ·
27033219 (1) ·
27041173 (1) ·
27043856 (1) ·
27070362 (1) ·
27091847 (1) ·
27102733 (1) ·
27113920 (1) ·
27121998 (1) ·
27133752 (1) ·
27222822 (1) ·
27300073 (1) ·
28212138 (1) ·
28535974 (1) ·
28555594 (1) ·
28563417 (1)
Longitude 017:
80090356 (1) ·
80111971 (1) ·
80112928 (1) ·
80134794 (1) ·
80142184 (1) ·
80142789 (1) ·
80144509 (1) ·
80144523 (1) ·
80145730 (1) ·
80162980 (1) ·
80180137 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1) ·
80202976 (1) ·
80230229 (1) ·
80344892 (1) ·
80432467 (1) ·
81060965 (1) ·
81063625 (1) ·
81080270 (1)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 21 results in range #1 to #21.
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