Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C. Stanley Weaver Canal ' (1) ·
'CITY OF WPB CANAL ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CYPRESS CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'FL. TURNPIKE ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LAKE OSBOURNE ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St. Sebastian River ' (1) ·
'Turnbull Creek ' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E OF SR-7 US-441 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
12000 (1) ·
14500 (1) ·
20 (1) ·
22000 (1) ·
22500 (1) ·
23500 (1) ·
24000 (1) ·
25000 (1) ·
2599 (1) ·
27251 (1) ·
28000 (1) ·
28500 (1) ·
29000 (1) ·
29500 (1) ·
33000 (1) ·
34000 (1) ·
35500 (1) ·
36000 (1) ·
38000 (1) ·
39500 (1) ·
43500 (1) ·
47500 (1) ·
55500 (1) ·
57000 (1) ·
6100 (1) ·
8400 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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) ·
N/A (1)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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 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:
10583 (1) ·
14574 (1) ·
20820 (1) ·
208200 (1) ·
25375 (1) ·
3145 (1) ·
38170 (1) ·
39037 (1) ·
39038 (1) ·
40 (1) ·
40772 (1) ·
41640 (1) ·
43375 (1) ·
47280 (1) ·
48580 (1) ·
49447 (1) ·
50315 (1) ·
51182 (1) ·
57255 (1) ·
58990 (1) ·
61593 (1) ·
62460 (1) ·
65930 (1) ·
68533 (1) ·
75473 (1) ·
82412 (1) ·
96292 (1) ·
98895 (1)
Clearance 116:
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