Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'BOYNTON CANAL ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I-95 ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Rio Mar Bay ' (1) ·
'South Relief Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turkey Creek ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (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) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just North of SR70 on I95' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
12100 (1) ·
14500 (1) ·
15500 (1) ·
15900 (1) ·
17200 (1) ·
18500 (1) ·
18700 (1) ·
19500 (1) ·
200 (1) ·
22500 (1) ·
23500 (1) ·
24000 (1) ·
25000 (1) ·
27251 (1) ·
2900 (1) ·
3000 (1) ·
33000 (1) ·
35500 (1) ·
37006 (1) ·
4100 (1) ·
43500 (1) ·
450 (1) ·
5869 (1) ·
5975 (1) ·
600 (1) ·
6400 (1) ·
7400 (1) ·
8400 (1) ·
8800 (1) ·
9900 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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)
Future 114:
11104 (1) ·
12839 (1) ·
14748 (1) ·
15268 (1) ·
17176 (1) ·
20993 (1) ·
25375 (1) ·
26893 (1) ·
27587 (1) ·
29842 (1) ·
32098 (1) ·
32445 (1) ·
33832 (1) ·
39037 (1) ·
39038 (1) ·
400 (1) ·
40773 (1) ·
41640 (1) ·
43375 (1) ·
47280 (1) ·
500 (1) ·
5031 (1) ·
5032 (1) ·
5205 (1) ·
57255 (1) ·
61593 (1) ·
64205 (1) ·
6812 (1) ·
7101 (1) ·
7118 (1) ·
75473 (1) ·
781 (1) ·
900 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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