Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'Casa Mar Dr ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'G-370 East Inflow Canal ' (1) ·
'G-370 West Inflow Canal ' (1) ·
'George King Blvd ' (1) ·
'Goat Creek ' (1) ·
'Halifax River IWW ' (1) ·
'Header Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'Reed Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
George King Blvd (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'SR-A1A - George King Blvd' (1) ·
'StriblingWay ovr E-1canal' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-441 and SR-76 ' (1) ·
0.7 Mile N of SR-528 (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
10300 (1) ·
12533 (1) ·
12700 (1) ·
1440 (1) ·
14500 (1) ·
15700 (1) ·
16500 (1) ·
172 (1) ·
17750 (1) ·
18700 (1) ·
19000 (1) ·
195661 (1) ·
2300 (1) ·
2700 (1) ·
283 (1) ·
34500 (1) ·
3550 (1) ·
3600 (1) ·
4 (1) ·
440 (1) ·
45000 (1) ·
5200 (1) ·
5500 (1) ·
55000 (1) ·
6300 (1) ·
6650 (1) ·
6892 (1) ·
7161 (1) ·
77000 (1) ·
8145 (1) ·
9500 (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) ·
N/A (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 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:
10930 (1) ·
114000 (1) ·
11538 (1) ·
11958 (1) ·
12360 (1) ·
12424 (1) ·
133595 (1) ·
14132 (1) ·
15040 (1) ·
1665 (1) ·
18840 (1) ·
19050 (1) ·
2000 (1) ·
208 (1) ·
25158 (1) ·
28050 (1) ·
28628 (1) ·
30796 (1) ·
32965 (1) ·
339472 (1) ·
342 (1) ·
3990 (1) ·
4320 (1) ·
4454 (1) ·
46846 (1) ·
5500 (1) ·
59858 (1) ·
6 (1) ·
6159 (1) ·
6246 (1) ·
694 (1) ·
78075 (1) ·
9022 (1) ·
95425 (1)
Clearance 116:
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