Drilldown: bridge data
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bridge data > Lanes 028a:
2 
& Culvert 062:
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.
& Culvert 062:
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. Use the filters below to narrow your results.
ObjectID:
12228 (1) ·
12261 (1) ·
13706 (1) ·
13746 (1) ·
13751 (1) ·
13776 (1) ·
13778 (1) ·
13779 (1) ·
13780 (1) ·
13781 (1) ·
13782 (1) ·
13783 (1) ·
13784 (1) ·
13806 (1) ·
15200 (1) ·
15201 (1) ·
15206 (1) ·
15207 (1) ·
15270 (1) ·
15277 (1) ·
15279 (1) ·
17898 (1) ·
17901 (1) ·
17902 (1) ·
18716 (1) ·
18721 (1) ·
18722 (1) ·
18725 (1) ·
18727 (1) ·
19215 (1) ·
19220 (1) ·
19234 (1) ·
19553 (1) ·
19557 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Goat Creek ' (1) ·
'Groover Creek ' (1) ·
'Header Canal ' (1) ·
'Lake Dias Creek ' (1) ·
'MANATEE CREEK ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Berry Avenue ' (1) ·
'CR-3 ' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'Driveway Ent. Exit' (1) ·
'Fort Florida Road ' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Gradick Drive ' (1) ·
'Jungle Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'N 13th Street ' (1) ·
'Shop Ctr Entrance ' (1) ·
'SR-11 ' (1) ·
'SR-40 ' (1) ·
'SR-5A ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SUNSET TRAIL ' (1) ·
'Tucker Lane ' (1) ·
'Tymber Creek Road ' (1) ·
'Woodcliff Drive ' (1) ·
Fiske Blvd Ramps (1)
Number 008:
700180 (1) ·
704093 (1) ·
704096 (1) ·
704099 (1) ·
704100 (1) ·
790017 (1) ·
790094 (1) ·
790164 (1) ·
790165 (1) ·
790178 (1) ·
790179 (1) ·
790183 (1) ·
790199 (1) ·
794072 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
794080 (1) ·
794081 (1) ·
794082 (1) ·
795001 (1) ·
890009 (1) ·
890011 (1) ·
890012 (1) ·
890043 (1) ·
890044 (1) ·
890106 (1) ·
894009 (1) ·
894031 (1) ·
894038 (1) ·
894054 (1) ·
944015 (1) ·
945009 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.1 mi East of Linda Road' (1) ·
'0.1 Mile East of A1A ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 Mi W of SR-11 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'7.3 Mi N of US-17 ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'SR-5A over Nova Canal ' (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
27034414 (1) ·
27081140 (1) ·
27081946 (1) ·
27082843 (1) ·
27083585 (1) ·
27091740 (1) ·
27092679 (1) ·
27093790 (1) ·
27100650 (1) ·
27140822 (1) ·
27265092 (1) ·
27270318 (1) ·
27575403 (1) ·
28172130 (1) ·
28204430 (1) ·
28272397 (1) ·
28275799 (1) ·
28504313 (1) ·
28504314 (1) ·
28512260 (1) ·
28512261 (1) ·
29010069 (1) ·
29093945 (1) ·
29094220 (1) ·
29100039 (1) ·
29101368 (1) ·
29103958 (1) ·
29104333 (1) ·
29104539 (1) ·
29110190 (1) ·
29131903 (1) ·
29140999 (1) ·
29163799 (1) ·
29174390 (1)
Longitude 017:
80105691 (1) ·
80105883 (1) ·
80111608 (1) ·
80111763 (1) ·
80141088 (1) ·
80165077 (1) ·
80170910 (1) ·
80174730 (1) ·
80180837 (1) ·
80201436 (1) ·
80295034 (1) ·
80315267 (1) ·
80340513 (1) ·
80443123 (1) ·
80470960 (1) ·
80494783 (1) ·
80495800 (1) ·
80571308 (1) ·
81012273 (1) ·
81013312 (1) ·
81014276 (1) ·
81014315 (1) ·
81014361 (1) ·
81014689 (1) ·
81031853 (1) ·
81074630 (1) ·
81074819 (1) ·
81175630 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1) ·
81194815 (1) ·
81232464 (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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
Direction 102:
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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1)
Future 114:
Clearance 116:
Showing below up to 34 results in range #1 to #34.
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