Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'Boynton Canal C-16 ' (1) ·
'C-51 CANAL ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'CANAL L-30 ' (1) ·
'CPB20 CANAL ' (1) ·
'CSX RR ' (1) ·
'E-3 CANAL ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Groover Creek ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Lantana Road ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Summit Boulevard ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1Mi E of Tymber Crk Rd.' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4 mile East of SR-3 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1 miles North of US-92 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'1MI W OF SR 809 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-95 / SR 882 ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'W of I 95 on Woolbright ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
11100 (1) ·
115000 (1) ·
116000 (1) ·
1227 (1) ·
13000 (1) ·
138 (1) ·
1394 (1) ·
14000 (1) ·
1700 (1) ·
190500 (1) ·
2059 (1) ·
2122 (1) ·
21500 (1) ·
22000 (1) ·
22500 (1) ·
226000 (1) ·
28500 (1) ·
29307 (1) ·
400 (1) ·
42000 (1) ·
43500 (1) ·
439 (1) ·
500 (1) ·
5000 (1) ·
5381 (1) ·
5975 (1) ·
600 (1) ·
6062 (1) ·
6100 (1) ·
6298 (1) ·
6400 (1) ·
6900 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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:
10583 (1) ·
11174 (1) ·
11971 (1) ·
1350 (1) ·
1419 (1) ·
15000 (1) ·
1612 (1) ·
168 (1) ·
19258 (1) ·
199525 (1) ·
200 (1) ·
201260 (1) ·
22555 (1) ·
24290 (1) ·
2568 (1) ·
2950 (1) ·
330518 (1) ·
3572 (1) ·
37303 (1) ·
38170 (1) ·
39038 (1) ·
392110 (1) ·
49448 (1) ·
508 (1) ·
50848 (1) ·
600 (1) ·
6511 (1) ·
6812 (1) ·
694 (1) ·
7032 (1) ·
720 (1) ·
7279 (1) ·
72870 (1) ·
75472 (1) ·
8675 (1)
Clearance 116:
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