Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12254 (1) ·
13759 (1) ·
13796 (1) ·
13797 (1) ·
15128 (1) ·
15138 (1) ·
15183 (1) ·
15233 (1) ·
15268 (1) ·
15272 (1) ·
15273 (1) ·
15284 (1) ·
15785 (1) ·
15786 (1) ·
15800 (1) ·
15888 (1) ·
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15923 (1) ·
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16023 (1) ·
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18770 (1) ·
18773 (1) ·
19368 (1) ·
19483 (1) ·
19519 (1) ·
19521 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-3 CANAL ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LAKE MANGONIA CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'Sweetwater Branch ' (1) ·
'TEN MILE CREEK ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Turnbull Creek (East) ' (1) ·
'Turnbull Creek (West) ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-611 (43 AVE) ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'Dunn Avenue ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'JOG ROAD SB ' (1) ·
'Loxahatchee Slough' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PALM B LAKE BVD WB' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'Patti Drive ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'St. Johns Heritage' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 23RD AVE. ' (1) ·
'Taylor Rd ' (1) ·
'Tomoka Farms Rd ' (1) ·
'Volco Road ' (1)
Number 008:
704017 (1) ·
704190 (1) ·
794010 (1) ·
794045 (1) ·
794131 (1) ·
794133 (1) ·
794189 (1) ·
880006 (1) ·
880045 (1) ·
884062 (1) ·
890113 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
894047 (1) ·
930302 (1) ·
934160 (1) ·
934161 (1) ·
934167 (1) ·
934224 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
934948 (1) ·
934967 (1) ·
934969 (1) ·
940027 (1) ·
940038 (1)
Location 009:
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 mi East of SR-421 ' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI N OF CR-606 ' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3.0 Miles West of US-1 ' (1) ·
'3.3 Miles West of US-1 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26243156 (1) ·
26243157 (1) ·
26252706 (1) ·
26252770 (1) ·
26280864 (1) ·
26290167 (1) ·
26290244 (1) ·
26291628 (1) ·
26302699 (1) ·
26322014 (1) ·
26433040 (1) ·
26483998 (1) ·
26525465 (1) ·
26525529 (1) ·
27044012 (1) ·
27044356 (1) ·
27090600 (1) ·
27132086 (1) ·
27132091 (1) ·
27232266 (1) ·
27234679 (1) ·
27355338 (1) ·
27355685 (1) ·
27413663 (1) ·
28024500 (1) ·
28293415 (1) ·
28543436 (1) ·
28544228 (1) ·
29032507 (1) ·
29062471 (1) ·
29115274 (1)
Longitude 017:
80040991 (1) ·
80040992 (1) ·
80043860 (1) ·
80044341 (1) ·
80052317 (1) ·
80053541 (1) ·
80071933 (1) ·
80072101 (1) ·
80072177 (1) ·
80075106 (1) ·
80080433 (1) ·
80080562 (1) ·
80084773 (1) ·
80101404 (1) ·
80101536 (1) ·
80101850 (1) ·
80103494 (1) ·
80135221 (1) ·
80142967 (1) ·
80162552 (1) ·
80242120 (1) ·
80255007 (1) ·
80262430 (1) ·
80274580 (1) ·
80282176 (1) ·
80425652 (1) ·
80448000 (1) ·
80543046 (1) ·
80544759 (1) ·
81012325 (1) ·
81040678 (1) ·
81054486 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
10000 (1) ·
11000 (1) ·
11300 (1) ·
121 (1) ·
13000 (1) ·
14878 (1) ·
16297 (1) ·
1728 (1) ·
19200 (1) ·
200 (1) ·
2000 (1) ·
20000 (1) ·
25170 (1) ·
300 (1) ·
322 (1) ·
32500 (1) ·
33000 (1) ·
36000 (1) ·
38000 (1) ·
400 (1) ·
47500 (1) ·
5869 (1) ·
6400 (1) ·
6600 (1) ·
7300 (1) ·
742 (1) ·
7800 (1) ·
8758 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
10597 (1) ·
11104 (1) ·
11451 (1) ·
12000 (1) ·
12665 (1) ·
13533 (1) ·
15000 (1) ·
180 (1) ·
18000 (1) ·
19606 (1) ·
22555 (1) ·
240 (1) ·
24000 (1) ·
25813 (1) ·
2776 (1) ·
28275 (1) ·
31462 (1) ·
373 (1) ·
40625 (1) ·
420 (1) ·
500 (1) ·
57255 (1) ·
62460 (1) ·
65930 (1) ·
7101 (1) ·
73250 (1) ·
82412 (1) ·
898 (1)
Clearance 116:
Showing below up to 33 results in range #1 to #33.
