Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13717 (1) ·
13722 (1) ·
13728 (1) ·
13729 (1) ·
13730 (1) ·
13731 (1) ·
13741 (1) ·
13765 (1) ·
13809 (1) ·
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15284 (1) ·
15285 (1) ·
19217 (1) ·
19218 (1) ·
19232 (1) ·
19234 (1) ·
19241 (1)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Berrys Canal ' (1) ·
'BESSEY CREEK ' (1) ·
'Brando Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Conners Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Gabordy's Canal ' (1) ·
'IWW Indian River ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'Berry Avenue ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'Fifth Street ' (1) ·
'HURON WAY ' (1) ·
'Magnolia St. ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Riverside Drive ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-44 ' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
Number 008:
790117 (1) ·
790128 (1) ·
790149 (1) ·
790150 (1) ·
790151 (1) ·
790152 (1) ·
790172 (1) ·
794022 (1) ·
795700 (1) ·
795701 (1) ·
795713 (1) ·
795729 (1) ·
890038 (1) ·
890066 (1) ·
890067 (1) ·
890068 (1) ·
890070 (1) ·
890083 (1) ·
890085 (1) ·
890121 (1) ·
890122 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
891000 (1) ·
894031 (1) ·
894047 (1) ·
894048 (1) ·
894054 (1) ·
894061 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
27070362 (1) ·
27070395 (1) ·
27072925 (1) ·
27073032 (1) ·
27085780 (1) ·
27090600 (1) ·
27091847 (1) ·
27092801 (1) ·
27093790 (1) ·
27094100 (1) ·
27100650 (1) ·
27101997 (1) ·
27102072 (1) ·
27102221 (1) ·
27102390 (1) ·
27102733 (1) ·
27103152 (1) ·
27113920 (1) ·
27121998 (1) ·
29001688 (1) ·
29001730 (1) ·
29001931 (1) ·
29004760 (1) ·
29011550 (1) ·
29012564 (1) ·
29014148 (1) ·
29014444 (1) ·
29015737 (1) ·
29020655 (1) ·
29021928 (1) ·
29030413 (1)
Longitude 017:
80142587 (1) ·
80142967 (1) ·
80153061 (1) ·
80154828 (1) ·
80161373 (1) ·
80161483 (1) ·
80162916 (1) ·
80162980 (1) ·
80164549 (1) ·
80164845 (1) ·
80165077 (1) ·
80170910 (1) ·
80180137 (1) ·
80180781 (1) ·
80181600 (1) ·
80184796 (1) ·
80190720 (1) ·
80193471 (1) ·
80195431 (1) ·
80541414 (1) ·
80542264 (1) ·
80544173 (1) ·
80545000 (1) ·
80545204 (1) ·
80545465 (1) ·
80545924 (1) ·
80545970 (1) ·
80550332 (1) ·
80551845 (1) ·
80553031 (1) ·
80573537 (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:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
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. (1)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (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:
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