Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'Canal 15 ' (1) ·
'Casa Mar Dr ' (1) ·
'Crane Creek Canal ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DITCH NO. 46 ' (1) ·
'E-3 CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'L-14 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL C ' (1) ·
'LATERAL CANAL D ' (1) ·
'LATERAL CANAL A ' (1) ·
'LATERAL CANAL D ' (1) ·
'Lateral D Canal ' (1) ·
'Loxahatchee River ' (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) ·
'PARK LATERAL CANAL ' (1) ·
'Sebastian Canal ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Trib to Groover Creek ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'26TH STREET ' (1) ·
'4TH STREET ' (1) ·
'53RD STREET ' (1) ·
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'90TH AVE ' (1) ·
'97 TH STREET ' (1) ·
'CONGRESS AVE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'ELLISON WILSON RD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GUN CLUB RD ' (1) ·
'JOG ROAD ' (1) ·
'John Rhodes Blvd. ' (1) ·
'John Rodes Blvd. ' (1) ·
'Lyons Rd ' (1) ·
'Maytown Road ' (1) ·
'Micco Rd. ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'Tymber Creek Road ' (1) ·
'WALLIS ROAD ' (1) ·
'Woolbright Road ' (1)
Number 008:
704035 (1) ·
704188 (1) ·
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794082 (1) ·
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937706 (1) ·
944012 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 Miles No of US-192 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 MI N OF SR-60 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'3.0 miles North of SR-40 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
26280864 (1) ·
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28050700 (1) ·
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28504614 (1) ·
29174390 (1)
Longitude 017:
80034800 (1) ·
80043860 (1) ·
80052073 (1) ·
80053541 (1) ·
80053609 (1) ·
80074219 (1) ·
80074249 (1) ·
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80365155 (1) ·
80365186 (1) ·
80365199 (1) ·
80383595 (1) ·
80420065 (1) ·
80420110 (1) ·
81060638 (1) ·
81074819 (1)
Owner 022: (Click arrow to add another value)
Built 027:
1938 (1) ·
1948 (1) ·
1950 (1) ·
1951 (1) ·
1952 (1) ·
1956 (1) ·
1958 (1) ·
1960 (1) ·
1961 (1) ·
1962 (1) ·
1963 (1) ·
1964 (1) ·
1965 (1) ·
1967 (1) ·
1972 (1) ·
1980 (1) ·
1984 (1) ·
1985 (1) ·
1988 (1) ·
1993 (1) ·
1994 (1) ·
1997 (1) ·
1998 (1) ·
1999 (1) ·
2001 (1) ·
2002 (1) ·
2003 (1) ·
2009 (1) ·
2011 (1) ·
2012 (1)
Traffic 029:
1000 (1) ·
10079 (1) ·
101 (1) ·
10300 (1) ·
12530 (1) ·
134 (1) ·
1500 (1) ·
1650 (1) ·
18000 (1) ·
18041 (1) ·
18657 (1) ·
2400 (1) ·
24900 (1) ·
260 (1) ·
280 (1) ·
2900 (1) ·
3012 (1) ·
33000 (1) ·
3600 (1) ·
36000 (1) ·
38000 (1) ·
4000 (1) ·
401 (1) ·
463 (1) ·
500 (1) ·
5500 (1) ·
5600 (1) ·
6400 (1) ·
650 (1) ·
720 (1) ·
7300 (1) ·
7400 (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 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:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No deficiencies (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)
Future 114:
11104 (1) ·
1128 (1) ·
11649 (1) ·
12360 (1) ·
1250 (1) ·
126 (1) ·
12666 (1) ·
12839 (1) ·
15600 (1) ·
1800 (1) ·
22388 (1) ·
232 (1) ·
2863 (1) ·
31230 (1) ·
31301 (1) ·
325 (1) ·
3494 (1) ·
350 (1) ·
4164 (1) ·
4320 (1) ·
43202 (1) ·
485 (1) ·
5031 (1) ·
560 (1) ·
57255 (1) ·
62460 (1) ·
625 (1) ·
65930 (1) ·
6940 (1) ·
880 (1) ·
9543 (1) ·
9716 (1)
Clearance 116:
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