Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12123 (1) ·
12143 (1) ·
12144 (1) ·
12267 (1) ·
13765 (1) ·
13806 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 CANAL ' (1) ·
'Canal C-54 ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'Cypress Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Drainage Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Indian River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IRRIGATION DITCH #4 ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-2 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Nova Canal ' (1) ·
'Outfall ' (1) ·
'PERENNIAL CANAL ' (1) ·
'S-135 Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Triple box culvert ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'CARTER RD. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-723 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALM B LAKE BVD EB' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR510 Wabasso Road' (1) ·
'SUMMIT BLVD ' (1) ·
'SW Wood St. ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-192 EB ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1) ·
'WOOLBRIGHT ROAD ' (1)
Number 008:
700018 (1) ·
700064 (1) ·
700065 (1) ·
704154 (1) ·
794022 (1) ·
795001 (1) ·
880050 (1) ·
880051 (1) ·
884015 (1) ·
890009 (1) ·
890115 (1) ·
890116 (1) ·
890130 (1) ·
890131 (1) ·
890800 (1) ·
894038 (1) ·
930015 (1) ·
930171 (1) ·
930178 (1) ·
930214 (1) ·
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934916 (1) ·
936500 (1) ·
937706 (1) ·
940119 (1)
Location 009:
'.05 mi N of Indian Rvr Co' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5MI S OF OKEECHOBEE BLV' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2.4MI S OF SR-60@90TH AVE' (1) ·
'2.5 miles North of SR-706' (1) ·
'500FT WEST OF I-95 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'US-192EB - Sawgrass Creek' (1)
Latitude 016:
26233940 (1) ·
26252770 (1) ·
26252771 (1) ·
26305220 (1) ·
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26405249 (1) ·
26411370 (1) ·
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28415270 (1) ·
29030413 (1) ·
29110190 (1)
Longitude 017:
80032041 (1) ·
80042609 (1) ·
80043860 (1) ·
80045519 (1) ·
80051244 (1) ·
80053750 (1) ·
80055250 (1) ·
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80265190 (1) ·
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80304583 (1) ·
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80393900 (1) ·
80401144 (1) ·
80494830 (1) ·
80522703 (1) ·
80525799 (1) ·
80573537 (1) ·
81014689 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10 (1) ·
1001 (1) ·
106 (1) ·
1082 (1) ·
11000 (1) ·
13300 (1) ·
144 (1) ·
14500 (1) ·
1518 (1) ·
15600 (1) ·
171500 (1) ·
213000 (1) ·
22500 (1) ·
2302 (1) ·
2599 (1) ·
3250 (1) ·
32680 (1) ·
34000 (1) ·
36000 (1) ·
38000 (1) ·
40250 (1) ·
40500 (1) ·
4400 (1) ·
4800 (1) ·
57500 (1) ·
76000 (1) ·
9200 (1) ·
9625 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
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 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)
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:
Rebuilt 106:
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:
12 (1) ·
1309 (1) ·
131860 (1) ·
13200 (1) ·
15962 (1) ·
174 (1) ·
1755 (1) ·
19085 (1) ·
216 (1) ·
23076 (1) ·
25157 (1) ·
27066 (1) ·
297552 (1) ·
3145 (1) ·
369555 (1) ·
39038 (1) ·
3994 (1) ·
4001 (1) ·
5639 (1) ·
56700 (1) ·
58990 (1) ·
62460 (1) ·
65930 (1) ·
69834 (1) ·
70268 (1) ·
7634 (1) ·
8328 (1) ·
99763 (1)
Clearance 116:
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