Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Features 006a:
'11th Street Canal ' (1) ·
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'BOYNTON CANAL ' (1) ·
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'LATERAL U CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'St Johns River ' (1) ·
'Turkey Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'Berry Avenue ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
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'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'Indian Lake Road ' (1) ·
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'LYONS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'OKEELANTA RD. ' (1) ·
'PARK AVE. W. ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Port St. John Pkwy' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
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'SR-40 ' (1) ·
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'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 ' (1) ·
'US-441 SR-15 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 706 ' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
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Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT US-27 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-40 over IWW ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-700 CANAL POINT ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-441 and SR-76 ' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26220386 (1) ·
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Longitude 017:
80040992 (1) ·
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
11000 (1) ·
12700 (1) ·
1440 (1) ·
1500 (1) ·
172 (1) ·
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283 (1) ·
3200 (1) ·
34500 (1) ·
354 (1) ·
3600 (1) ·
3800 (1) ·
39250 (1) ·
440 (1) ·
45000 (1) ·
5 (1) ·
5900 (1) ·
6 (1) ·
600 (1) ·
7161 (1) ·
7400 (1) ·
8000 (1) ·
8200 (1) ·
910 (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:
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 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:
10236 (1) ·
1092 (1) ·
12424 (1) ·
12839 (1) ·
13880 (1) ·
14227 (1) ·
15000 (1) ·
1665 (1) ·
1800 (1) ·
19050 (1) ·
2000 (1) ·
208 (1) ·
22080 (1) ·
30362 (1) ·
30796 (1) ·
32098 (1) ·
342 (1) ·
3990 (1) ·
4 (1) ·
41640 (1) ·
428 (1) ·
4320 (1) ·
45978 (1) ·
5552 (1) ·
59858 (1) ·
6593 (1) ·
68099 (1) ·
694 (1) ·
78075 (1) ·
800 (1) ·
9 (1)
Clearance 116:
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