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:
Route 005d:
Direction 005e:
Features 006a:
'Bessey Creek ' (1) ·
'C-17 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CSX RR ' (1) ·
'E-1 CANAL ' (1) ·
'E-2-W canal ' (1) ·
'E-2W Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'Header Creek Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Ten Mile Creek ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.25mi. east of I-95 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'CR-4139 over I-4 ' (1) ·
'Minton Road-I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
10000 (1) ·
101 (1) ·
113000 (1) ·
11900 (1) ·
120 (1) ·
1226 (1) ·
12600 (1) ·
13000 (1) ·
14500 (1) ·
15250 (1) ·
15800 (1) ·
15900 (1) ·
18700 (1) ·
19700 (1) ·
2000 (1) ·
25500 (1) ·
2600 (1) ·
26000 (1) ·
3000 (1) ·
3250 (1) ·
36500 (1) ·
40500 (1) ·
46000 (1) ·
47500 (1) ·
4800 (1) ·
5760 (1) ·
6761 (1) ·
7000 (1) ·
7300 (1) ·
8150 (1) ·
90900 (1) ·
9350 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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 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:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 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) ·
14140 (1) ·
1417 (1) ·
15000 (1) ·
157712 (1) ·
16222 (1) ·
171592 (1) ·
196055 (1) ·
200 (1) ·
20647 (1) ·
20700 (1) ·
22555 (1) ·
25375 (1) ·
26459 (1) ·
27413 (1) ·
27587 (1) ·
32445 (1) ·
34180 (1) ·
3750 (1) ·
44243 (1) ·
4510 (1) ·
45110 (1) ·
5000 (1) ·
5205 (1) ·
5639 (1) ·
63328 (1) ·
6912 (1) ·
70268 (1) ·
79810 (1) ·
82413 (1) ·
8328 (1)
Clearance 116:
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