Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12113 (1) ·
12155 (1) ·
12173 (1) ·
12186 (1) ·
12208 (1) ·
12248 (1) ·
13664 (1) ·
13752 (1) ·
15202 (1) ·
15271 (1) ·
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15776 (1) ·
15787 (1) ·
15865 (1) ·
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16024 (1) ·
16043 (1) ·
19377 (1) ·
19390 (1) ·
19410 (1) ·
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19462 (1) ·
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19537 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Australian Avenue ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CROOKED CREEK ' (1) ·
'FECRR ' (1) ·
'L-10 Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-518 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Summit Boulevard ' (1)
Critical 006b:
Facility 007:
'CONGRESS AVE ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PARK AVE. W. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'ST LUCIE BLVD ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
700002 (1) ·
700083 (1) ·
700103 (1) ·
700122 (1) ·
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940071 (1)
Location 009:
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.5 miles South of SR 806' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'At Exit 74 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1)
Latitude 016:
26252844 (1) ·
26262220 (1) ·
26271349 (1) ·
26322120 (1) ·
26395750 (1) ·
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26404575 (1) ·
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28124563 (1) ·
28124610 (1) ·
28313962 (1) ·
28314033 (1) ·
29133602 (1) ·
29143956 (1)
Longitude 017:
80035203 (1) ·
80041480 (1) ·
80041600 (1) ·
80042465 (1) ·
80052000 (1) ·
80052100 (1) ·
80052450 (1) ·
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80053227 (1) ·
80064300 (1) ·
80102834 (1) ·
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80120030 (1) ·
80232703 (1) ·
80241142 (1) ·
80251175 (1) ·
80253838 (1) ·
80334956 (1) ·
80362348 (1) ·
80362349 (1) ·
80422093 (1) ·
80422195 (1) ·
80472690 (1) ·
80472715 (1) ·
81133337 (1) ·
81183972 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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:
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 (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:
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