Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Bulow Creek ' (1) ·
'Canal ' (1) ·
'Canal 15 ' (1) ·
'Canal C-54 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Groover Creek ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Little Cow Creek ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'Miller Creek ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'Pluckebaum Canal ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'Spruce Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'Trib To Turnbull Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1)
Critical 006b:
Facility 007:
'4th Street ' (1) ·
'Babcock Street ' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'Cow Creek Road ' (1) ·
'HATTON HIGHWAY ' (1) ·
'Hunting Camp Road ' (1) ·
'John Rodes Blvd. ' (1) ·
'Lake Ashby Road ' (1) ·
'LPGA Blvd ' (1) ·
'Magnolia Avenue ' (1) ·
'Malabar Rd ' (1) ·
'Maytown Road ' (1) ·
'Micco Rd. ' (1) ·
'Minton Road CR-509' (1) ·
'Old Dixie Highway ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Orange Avenue ' (1) ·
'Patti Drive ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Range Rd ' (1) ·
'Richland Ave ' (1) ·
'S. Burnett Rd ' (1) ·
'Samsula Drive ' (1) ·
'Sea Ray Drive ' (1) ·
'Sykes Creek Pkwy ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Turnbull Bay Road ' (1) ·
'Tymber Creek Road ' (1) ·
'Volco Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Wickham Road ' (1) ·
'Wilden Road ' (1) ·
'Williams Road ' (1) ·
'Williamson Blvd ' (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
100 (1) ·
1052 (1) ·
1200 (1) ·
1202 (1) ·
1227 (1) ·
12304 (1) ·
12530 (1) ·
1340 (1) ·
1401 (1) ·
14168 (1) ·
1518 (1) ·
16747 (1) ·
1711 (1) ·
172 (1) ·
19575 (1) ·
2401 (1) ·
25 (1) ·
2599 (1) ·
2871 (1) ·
2993 (1) ·
3012 (1) ·
3026 (1) ·
322 (1) ·
35000 (1) ·
3600 (1) ·
401 (1) ·
43 (1) ·
463 (1) ·
4959 (1) ·
5000 (1) ·
555 (1) ·
594 (1) ·
742 (1) ·
7456 (1) ·
75 (1) ·
883 (1) ·
9229 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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 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 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:
1068 (1) ·
11167 (1) ·
1272 (1) ·
1390 (1) ·
1419 (1) ·
1440 (1) ·
15600 (1) ·
1603 (1) ·
1696 (1) ·
17143 (1) ·
1755 (1) ·
19426 (1) ·
200 (1) ·
2070 (1) ·
208 (1) ·
21347 (1) ·
23686 (1) ·
29 (1) ·
2905 (1) ·
3145 (1) ·
3318 (1) ·
3460 (1) ·
3494 (1) ·
373 (1) ·
42000 (1) ·
485 (1) ·
4858 (1) ·
52 (1) ·
5205 (1) ·
560 (1) ·
6000 (1) ·
6001 (1) ·
6246 (1) ·
719 (1) ·
898 (1) ·
9021 (1) ·
91 (1) ·
963 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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