Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Donald Ross Road ' (1) ·
'E-1 CANAL ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'W. Relief Indian River ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.25 mi East of I-95 ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.25 mi N of Valkaria Rd ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'At S Military Trail ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Minton Road-I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
10700 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13500 (1) ·
14000 (1) ·
15000 (1) ·
15700 (1) ·
18700 (1) ·
22500 (1) ·
23000 (1) ·
25 (1) ·
25500 (1) ·
26000 (1) ·
274 (1) ·
3000 (1) ·
32500 (1) ·
35500 (1) ·
40500 (1) ·
428 (1) ·
46000 (1) ·
48000 (1) ·
500 (1) ·
5200 (1) ·
52652 (1) ·
640 (1) ·
65500 (1) ·
6761 (1) ·
71250 (1) ·
7300 (1) ·
742 (1) ·
90900 (1) ·
9350 (1) ·
9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
101 (1) ·
103 (1) ·
107 (1) ·
109 (1) ·
119 (1) ·
12 (1) ·
15 (1) ·
157 (1) ·
16 (1) ·
18 (1) ·
19 (1) ·
20 (1) ·
22 (1) ·
24 (1) ·
25 (1) ·
26 (1) ·
27 (1) ·
276 (1) ·
28 (1) ·
29 (1) ·
34 (1) ·
37 (1) ·
40 (1) ·
42 (1) ·
45 (1) ·
50 (1) ·
55 (1) ·
56 (1) ·
70 (1) ·
71 (1) ·
72 (1) ·
73 (1) ·
78 (1) ·
8 (1) ·
9 (1) ·
93 (1) ·
98 (1)
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
N/A (1)
Culvert 062:
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 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:
113642 (1) ·
11730 (1) ·
121 (1) ·
123619 (1) ·
12665 (1) ·
1417 (1) ·
157712 (1) ·
16222 (1) ·
17003 (1) ·
18565 (1) ·
200 (1) ·
20647 (1) ·
21372 (1) ·
23423 (1) ·
24290 (1) ·
27000 (1) ·
27240 (1) ·
29 (1) ·
317 (1) ·
32445 (1) ·
3750 (1) ·
39905 (1) ·
44243 (1) ·
45110 (1) ·
51387 (1) ·
5205 (1) ·
535 (1) ·
600 (1) ·
61592 (1) ·
70268 (1) ·
731 (1) ·
79810 (1) ·
83280 (1) ·
8675 (1) ·
898 (1) ·
91351 (1)
Clearance 116:
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