Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Drainage Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FL. TURNPIKE ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'Header Canal ' (1) ·
'JONES CREEK ' (1) ·
'Kings Road ' (1) ·
'Konomac Canal ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'Pine Street ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91 Turnpike ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.25mi W OF I-95 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3 MI. east of SR-710 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'ADJACENT TO US-441 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
11011 (1) ·
1140 (1) ·
12500 (1) ·
13000 (1) ·
13300 (1) ·
1340 (1) ·
14500 (1) ·
15500 (1) ·
18391 (1) ·
190 (1) ·
19000 (1) ·
20150 (1) ·
21500 (1) ·
22500 (1) ·
24000 (1) ·
25000 (1) ·
3250 (1) ·
32750 (1) ·
33000 (1) ·
3400 (1) ·
35500 (1) ·
37250 (1) ·
39250 (1) ·
4100 (1) ·
5000 (1) ·
5200 (1) ·
6400 (1) ·
7000 (1) ·
77000 (1) ·
8600 (1)
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 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:
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:
10250 (1) ·
11104 (1) ·
133595 (1) ·
1379 (1) ·
14921 (1) ·
1603 (1) ·
19104 (1) ·
200 (1) ·
22070 (1) ·
22555 (1) ·
23076 (1) ·
25375 (1) ·
26893 (1) ·
32965 (1) ·
330 (1) ·
34960 (1) ·
37302 (1) ·
39037 (1) ·
39038 (1) ·
41640 (1) ·
43375 (1) ·
4858 (1) ·
5639 (1) ·
56821 (1) ·
57255 (1) ·
5899 (1) ·
6000 (1) ·
61592 (1) ·
64629 (1) ·
68099 (1) ·
7114 (1) ·
73000 (1) ·
9022 (1)
Clearance 116:
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