Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
None (1) ·
54175 (1) ·
Belle Glade (1) ·
Boynton Beach (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
DeBary (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Micco (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Port Orange (1) ·
South Daytona (1) ·
Valkaria (1) ·
Vero Beach (1) ·
Viera (1) ·
West Palm Beach (1)
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'B-19 Canal ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'Bessey Creek ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Gabordy's Canal ' (1) ·
'Goat Creek ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Hanson Grant Outlet ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Little Tomoka River ' (1) ·
'Nova Canal ' (1) ·
'Pluckebaum Canal ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'Sebastian Canal ' (1)
Critical 006b:
Facility 007:
'4th Street ' (1) ·
'5th Street ' (1) ·
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'Bay Drive ' (1) ·
'Esplanade Avenue ' (1) ·
'Fort Florida Road ' (1) ·
'Harrison Street ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'I-95 (SR-9) ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'John Rodes Blvd. ' (1) ·
'Lake Ashby Road ' (1) ·
'Magnolia St. ' (1) ·
'Micco Rd. ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'Range Rd ' (1) ·
'River Drive ' (1) ·
'Riverside Dr ' (1) ·
'S. Burnett Rd ' (1) ·
'SW 48th Avenue ' (1) ·
'Trailwood Drive ' (1) ·
'Tymber Creek Road ' (1) ·
'Valkaria Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'Williamson Blvd ' (1) ·
'Willow Run Blvd. ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI E of Riveredge Blvd' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile west of US-17 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. East of Nova Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2 mi West of US-1 ' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'200ft. East of SR-415 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At Pluckebaum Rd ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
1082 (1) ·
1139 (1) ·
1200 (1) ·
12100 (1) ·
12530 (1) ·
1340 (1) ·
14168 (1) ·
15500 (1) ·
16747 (1) ·
172 (1) ·
17200 (1) ·
18500 (1) ·
18700 (1) ·
200 (1) ·
2171 (1) ·
23500 (1) ·
2900 (1) ·
3012 (1) ·
3245 (1) ·
3600 (1) ·
401 (1) ·
450 (1) ·
46500 (1) ·
5458 (1) ·
5760 (1) ·
600 (1) ·
6700 (1) ·
769 (1) ·
8325 (1) ·
9229 (1) ·
9633 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 (including piles) on dry land well above flood water elevations. (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 (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) ·
10073 (1) ·
11167 (1) ·
11174 (1) ·
11625 (1) ·
1309 (1) ·
1378 (1) ·
1379 (1) ·
1440 (1) ·
15600 (1) ·
1603 (1) ·
17143 (1) ·
19426 (1) ·
200 (1) ·
208 (1) ·
20993 (1) ·
26893 (1) ·
2741 (1) ·
29842 (1) ·
32098 (1) ·
32445 (1) ·
3494 (1) ·
3927 (1) ·
400 (1) ·
40773 (1) ·
485 (1) ·
4858 (1) ·
500 (1) ·
5032 (1) ·
6246 (1) ·
6604 (1) ·
6912 (1) ·
781 (1) ·
80678 (1) ·
900 (1) ·
930 (1) ·
931 (1)
Clearance 116:
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