Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
26625 (1) ·
55380 (1) ·
55385 (1) ·
58725 (1) ·
77275 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
DeLand (1) ·
Delray Beach (1) ·
Fellsmere (1) ·
Fort Pierce (1) ·
Golf village (1) ·
Greenacres City (1) ·
Juno Beach (1) ·
Melbourne (1) ·
Merritt Island (1) ·
Palm Bay (1) ·
Palm Beach Gardens (1) ·
South Palm Beach (1) ·
West Palm Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'BOLLES CANAL (L-21) ' (1) ·
'CANAL E-84 ' (1) ·
'CSX-RR ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DITCH NO. 46 ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Indian River Relief East' (1) ·
'L-12 Canal ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'Lake Washington Road ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD CANAL E-3 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'Tillman Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'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 S of Indiantown Rd' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (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 S of PAAR DRIVE ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'AT 141st ST ' (1) ·
'At East Canal St. ' (1) ·
'At John Stretch Park ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
101 (1) ·
12250 (1) ·
12900 (1) ·
15800 (1) ·
1810 (1) ·
18657 (1) ·
21000 (1) ·
23000 (1) ·
2400 (1) ·
24900 (1) ·
2600 (1) ·
27000 (1) ·
3000 (1) ·
33000 (1) ·
3500 (1) ·
36000 (1) ·
38000 (1) ·
38500 (1) ·
4000 (1) ·
41250 (1) ·
463 (1) ·
500 (1) ·
5000 (1) ·
5600 (1) ·
650 (1) ·
7100 (1) ·
716 (1) ·
720 (1) ·
7300 (1) ·
7500 (1) ·
8100 (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:
Substructure 060: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
1128 (1) ·
12318 (1) ·
126 (1) ·
12666 (1) ·
13012 (1) ·
14054 (1) ·
150 (1) ·
15941 (1) ·
2091 (1) ·
21254 (1) ·
22382 (1) ·
22388 (1) ·
27413 (1) ·
32400 (1) ·
36435 (1) ·
39905 (1) ·
4000 (1) ·
4164 (1) ·
43202 (1) ·
4511 (1) ·
560 (1) ·
57255 (1) ·
6000 (1) ·
6073 (1) ·
62460 (1) ·
625 (1) ·
65930 (1) ·
66798 (1) ·
6940 (1) ·
71569 (1) ·
828 (1) ·
880 (1) ·
9716 (1)
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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