Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-52 Canal ' (1) ·
'COLLIER WATERWAY ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Goat Creek ' (1) ·
'Hillsboro Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'KELLER CANAL ' (1) ·
'Kings Road ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral "B" Canal ' (1) ·
'LATERAL B CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PHIPP CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI W OF HAVERHILL ROAD' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At 58th Ave ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
100 (1) ·
10500 (1) ·
114500 (1) ·
13300 (1) ·
16250 (1) ·
172 (1) ·
1750 (1) ·
200 (1) ·
2150 (1) ·
2302 (1) ·
2400 (1) ·
24000 (1) ·
26000 (1) ·
2700 (1) ·
274 (1) ·
2900 (1) ·
300 (1) ·
3400 (1) ·
3600 (1) ·
3800 (1) ·
40000 (1) ·
40250 (1) ·
4200 (1) ·
44400 (1) ·
47500 (1) ·
5000 (1) ·
55500 (1) ·
5850 (1) ·
6174 (1) ·
7300 (1) ·
800 (1) ·
8100 (1) ·
8250 (1) ·
8500 (1) ·
8800 (1) ·
9500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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) ·
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:
1000 (1) ·
10150 (1) ·
10712 (1) ·
114000 (1) ·
120 (1) ·
12666 (1) ·
14054 (1) ·
14314 (1) ·
14748 (1) ·
15268 (1) ·
18218 (1) ·
198658 (1) ·
208 (1) ·
23076 (1) ·
2603 (1) ·
28194 (1) ·
2880 (1) ·
3036 (1) ·
317 (1) ·
3994 (1) ·
41640 (1) ·
45110 (1) ·
4685 (1) ·
500 (1) ·
5032 (1) ·
5899 (1) ·
6000 (1) ·
6246 (1) ·
6593 (1) ·
69400 (1) ·
69834 (1) ·
7287 (1) ·
77034 (1) ·
82412 (1) ·
960 (1) ·
96292 (1)
Clearance 116:
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