Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Donald Ross Road ' (1) ·
'E-1 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Goat Creek ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'Sebastian Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'US-1 & FECRR ' (1) ·
'W. Relief Indian River ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'Briar Creek Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-76A ' (1) ·
'HARRIS RD ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'HURON WAY ' (1) ·
'Indiantown Rd. ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LAWRENCE ROAD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR-44 ' (1) ·
'SR-76 ' (1) ·
'Tadlock Ave. ' (1) ·
'US-1 (SR-5) ' (1) ·
'Volco Road ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1) ·
'Wilden Road ' (1)
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) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (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) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (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) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'At S Military Trail ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (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) ·
'SR-44 over US-1 ' (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:
10700 (1) ·
13500 (1) ·
14000 (1) ·
14600 (1) ·
15000 (1) ·
15700 (1) ·
16000 (1) ·
18300 (1) ·
19900 (1) ·
200 (1) ·
22500 (1) ·
23000 (1) ·
25 (1) ·
274 (1) ·
2993 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
32500 (1) ·
35500 (1) ·
3600 (1) ·
400 (1) ·
40500 (1) ·
428 (1) ·
48000 (1) ·
500 (1) ·
5200 (1) ·
52652 (1) ·
640 (1) ·
65500 (1) ·
71250 (1) ·
742 (1) ·
748 (1) ·
9800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
10 (1) ·
101 (1) ·
103 (1) ·
107 (1) ·
109 (1) ·
11 (1) ·
119 (1) ·
12 (1) ·
15 (1) ·
157 (1) ·
16 (1) ·
18 (1) ·
19 (1) ·
219 (1) ·
22 (1) ·
220 (1) ·
24 (1) ·
25 (1) ·
26 (1) ·
27 (1) ·
276 (1) ·
28 (1) ·
34 (1) ·
35 (1) ·
37 (1) ·
42 (1) ·
50 (1) ·
55 (1) ·
56 (1) ·
71 (1) ·
78 (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) ·
123619 (1) ·
1249 (1) ·
17003 (1) ·
18565 (1) ·
21372 (1) ·
23423 (1) ·
24290 (1) ·
25331 (1) ·
27000 (1) ·
27240 (1) ·
27760 (1) ·
29 (1) ·
300 (1) ·
317 (1) ·
31751 (1) ·
34526 (1) ·
3460 (1) ·
39905 (1) ·
500 (1) ·
51387 (1) ·
521 (1) ·
535 (1) ·
5379 (1) ·
5398 (1) ·
600 (1) ·
61592 (1) ·
6246 (1) ·
70268 (1) ·
731 (1) ·
83280 (1) ·
8675 (1) ·
898 (1) ·
91351 (1)
Clearance 116:
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