Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12114 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'C-133 Canal ' (1) ·
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'Turnbull Creek ' (1) ·
'Tyson Creek ' (1) ·
'Wishbone Canal ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Canal (1)
Critical 006b:
Facility 007:
'Camp Site Road ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Croton Road ' (1) ·
'Driveway Ent. Exit' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
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'Jungle Road ' (1) ·
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'Range Rd ' (1) ·
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'SR-710 Beeline Hwy' (1) ·
'SR-9(I-95) ' (1) ·
'SR-A1A ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'SUNSET TRAIL ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
'VILLAGE BLVD ' (1) ·
'Woodcliff Drive ' (1) ·
Fiske Blvd Ramps (1)
Number 008:
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Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.5 mile E. of US-1 ' (1) ·
'0.5 Mile East of U.S 1 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'10ft. East of Nova Road ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.2 Mi. S of Grant Rd. ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'2.9 Mi. N of US 92 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'In John Prince Park ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
I-95 SB Fiske Blvd Ramp (1)
Latitude 016:
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Longitude 017:
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81055893 (1) ·
81111930 (1)
Owner 022:
Built 027:
Traffic 029:
106 (1) ·
1082 (1) ·
1200 (1) ·
12700 (1) ·
13716 (1) ·
150 (1) ·
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31000 (1) ·
33000 (1) ·
37500 (1) ·
42764 (1) ·
43500 (1) ·
46500 (1) ·
516 (1) ·
5458 (1) ·
6650 (1) ·
66500 (1) ·
6900 (1) ·
716 (1) ·
76000 (1) ·
8198 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049: (Click arrow to add another value)
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:
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) ·
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 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:
115378 (1) ·
11538 (1) ·
11972 (1) ·
1309 (1) ·
131860 (1) ·
1440 (1) ·
174 (1) ·
180 (1) ·
19050 (1) ·
20574 (1) ·
26719 (1) ·
28263 (1) ·
3120 (1) ·
33832 (1) ·
385170 (1) ·
41640 (1) ·
43375 (1) ·
53785 (1) ·
57255 (1) ·
65063 (1) ·
6604 (1) ·
74196 (1) ·
75472 (1) ·
80678 (1) ·
832 (1) ·
866 (1) ·
9475 (1)
Clearance 116:
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