Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15126 (1) ·
15132 (1) ·
15145 (1) ·
15146 (1) ·
15147 (1) ·
15150 (1) ·
15151 (1) ·
15152 (1) ·
15178 (1) ·
15179 (1) ·
15180 (1) ·
15181 (1) ·
19163 (1) ·
19164 (1) ·
19166 (1) ·
19167 (1) ·
19168 (1) ·
19169 (1) ·
19170 (1) ·
19171 (1) ·
19172 (1) ·
19173 (1) ·
19174 (1) ·
19175 (1) ·
19179 (1) ·
19180 (1) ·
19181 (1) ·
19193 (1) ·
19194 (1)
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'L-78 Borrow Canal ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'North Relief Canal ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Padgett Branch Marsh ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1)
Critical 006b:
Facility 007:
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (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 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1)
Number 008:
880004 (1) ·
880029 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
880090 (1) ·
880091 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
880096 (1) ·
880097 (1) ·
880098 (1) ·
880099 (1) ·
880103 (1) ·
880104 (1) ·
880105 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884078 (1) ·
884079 (1)
Location 009:
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (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) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
27332870 (1) ·
27332944 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27382573 (1) ·
27382633 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27382910 (1) ·
27382980 (1) ·
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27385855 (1) ·
27385856 (1) ·
27385917 (1) ·
27385953 (1) ·
27392294 (1) ·
27392357 (1) ·
27395790 (1) ·
27395850 (1) ·
27413285 (1) ·
27413310 (1) ·
27460370 (1) ·
27461012 (1) ·
27461070 (1)
Longitude 017:
80220651 (1) ·
80220740 (1) ·
80225809 (1) ·
80225872 (1) ·
80230306 (1) ·
80230357 (1) ·
80244777 (1) ·
80244820 (1) ·
80302066 (1) ·
80302110 (1) ·
80330480 (1) ·
80403783 (1) ·
80403784 (1) ·
80410794 (1) ·
80410799 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80434234 (1) ·
80434242 (1) ·
80443870 (1) ·
80454646 (1) ·
80454647 (1) ·
80475710 (1) ·
80475780 (1) ·
80513039 (1) ·
80513106 (1)
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: (Click arrow to add another value)
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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 29 results in range #1 to #29.
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