Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CPB20 CANAL ' (1) ·
'CSX RR ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Ditch ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'FL. TURNPIKE ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Over D Canal ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TIDAL CANAL ' (1) ·
'Turkey Creek ' (1) ·
'Underhill Slough ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Minton Road-I-95 ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
1050 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
13000 (1) ·
14500 (1) ·
1650 (1) ·
17750 (1) ·
17800 (1) ·
18500 (1) ·
18700 (1) ·
20 (1) ·
21500 (1) ·
25500 (1) ·
26000 (1) ·
29307 (1) ·
3000 (1) ·
36500 (1) ·
37000 (1) ·
39000 (1) ·
40500 (1) ·
46000 (1) ·
47500 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
85750 (1) ·
90900 (1) ·
9350 (1)
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 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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
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:
10250 (1) ·
11730 (1) ·
121 (1) ·
12665 (1) ·
1350 (1) ·
1417 (1) ·
148776 (1) ·
157712 (1) ·
16222 (1) ·
200 (1) ·
20647 (1) ·
22555 (1) ·
25375 (1) ·
2863 (1) ·
30796 (1) ·
30883 (1) ·
32098 (1) ·
32445 (1) ·
37303 (1) ·
3750 (1) ·
40 (1) ·
44243 (1) ·
45110 (1) ·
50 (1) ·
50848 (1) ·
5205 (1) ·
600 (1) ·
63328 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
70268 (1) ·
720 (1) ·
79810 (1) ·
82413 (1) ·
832 (1)
Clearance 116:
Showing below up to 46 results in range #1 to #46.
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