Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12276 (1) ·
12277 (1) ·
15135 (1) ·
15146 (1) ·
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15266 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Belvedere Road ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
'C-52 Canal ' (1) ·
'DITCH NO. 46 ' (1) ·
'E-3 CANAL ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Tillman Canal ' (1)
Critical 006b:
Facility 007:
'Aviation Ave. ' (1) ·
'Becker Rd. ' (1) ·
'Boynton Bch Blvd ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-512 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'Eldron Blvd ' (1) ·
'ELLISON WILSON RD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'HOLLY DRIVE ' (1) ·
'JOG ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'SR-60 EB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 178.03' (1) ·
'US-27 (SR-25) ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
705907 (1) ·
705908 (1) ·
880041 (1) ·
880058 (1) ·
880062 (1) ·
880066 (1) ·
880091 (1) ·
884068 (1) ·
890159 (1) ·
930237 (1) ·
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934297 (1) ·
934322 (1) ·
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934948 (1) ·
934989 (1) ·
937000 (1) ·
937001 (1) ·
937002 (1) ·
937706 (1) ·
941001 (1) ·
944012 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.5 mi N of Malabar Road ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-27 OVER BOLLES CANAL ' (1)
Latitude 016:
26280864 (1) ·
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28002288 (1)
Longitude 017:
80034800 (1) ·
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80043860 (1) ·
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80403784 (1) ·
80424182 (1) ·
80434234 (1) ·
80434242 (1)
Owner 022:
Built 027:
Traffic 029:
114500 (1) ·
1500 (1) ·
16250 (1) ·
1650 (1) ·
18000 (1) ·
1810 (1) ·
18657 (1) ·
24000 (1) ·
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38000 (1) ·
38500 (1) ·
4000 (1) ·
5000 (1) ·
5600 (1) ·
5850 (1) ·
6174 (1) ·
6400 (1) ·
650 (1) ·
7100 (1) ·
716 (1) ·
720 (1) ·
7300 (1) ·
8800 (1) ·
9188 (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: (Click arrow to add another value)
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 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:
10150 (1) ·
10712 (1) ·
11104 (1) ·
1128 (1) ·
12318 (1) ·
12666 (1) ·
15268 (1) ·
15941 (1) ·
1800 (1) ·
198658 (1) ·
2091 (1) ·
22388 (1) ·
28194 (1) ·
2863 (1) ·
31230 (1) ·
41640 (1) ·
43202 (1) ·
45110 (1) ·
57255 (1) ·
6000 (1) ·
6073 (1) ·
65930 (1) ·
66798 (1) ·
6940 (1) ·
828 (1) ·
880 (1) ·
9716 (1)
Clearance 116:
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