Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12230 (1) ·
12233 (1) ·
12243 (1) ·
12246 (1) ·
12284 (1) ·
12285 (1) ·
13791 (1) ·
13794 (1) ·
13795 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'BOYNTON CANAL ' (1) ·
'Bulow Creek ' (1) ·
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-17 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LATERAL B CANAL ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Cow Creek ' (1) ·
'LWDD E-4 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Nova Canal ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'16TH ST ' (1) ·
'Alta Drive ' (1) ·
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'Cow Creek Road ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-512 ' (1) ·
'CR-516 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
'Hunting Camp Road ' (1) ·
'LYONS ROAD ' (1) ·
'Main Street ' (1) ·
'OKEELANTA RD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PARK AVE. W. ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'Port St. John Pkwy' (1) ·
'Quantum Blvd. ' (1) ·
'Samsula Drive ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-518 ' (1) ·
'SR-714 ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'Walter Boardman Ln' (1)
Number 008:
700183 (1) ·
700188 (1) ·
700199 (1) ·
700203 (1) ·
705917 (1) ·
705918 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794154 (1) ·
794184 (1) ·
794185 (1) ·
795503 (1) ·
884055 (1) ·
884065 (1) ·
884066 (1) ·
884067 (1) ·
884068 (1) ·
890159 (1) ·
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936375 (1) ·
937367 (1) ·
945269 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'At LPGA Blvd. ' (1) ·
'AT SR-7 US-441 ' (1) ·
'AT US-27 ' (1) ·
'CR-516 over I-95 ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1)
Latitude 016:
26260295 (1) ·
26321971 (1) ·
26325650 (1) ·
26331348 (1) ·
26363600 (1) ·
26404080 (1) ·
26415366 (1) ·
26421351 (1) ·
26434195 (1) ·
26475062 (1) ·
26514900 (1) ·
27094100 (1) ·
27214154 (1) ·
27220029 (1) ·
27220118 (1) ·
27375405 (1) ·
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28592979 (1) ·
28594816 (1) ·
29063307 (1) ·
29095834 (1) ·
29143549 (1) ·
29242747 (1)
Longitude 017:
80051020 (1) ·
80052450 (1) ·
80055723 (1) ·
80074325 (1) ·
80111927 (1) ·
80121898 (1) ·
80135529 (1) ·
80142395 (1) ·
80143409 (1) ·
80181600 (1) ·
80213507 (1) ·
80214554 (1) ·
80215355 (1) ·
80264603 (1) ·
80264781 (1) ·
80264868 (1) ·
80344732 (1) ·
80360766 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80392393 (1) ·
80393940 (1) ·
80401747 (1) ·
80424015 (1) ·
80491650 (1) ·
80563010 (1) ·
80581706 (1) ·
81012484 (1) ·
81022736 (1) ·
81025160 (1) ·
81025853 (1) ·
81071865 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1040 (1) ·
1120 (1) ·
120 (1) ·
1200 (1) ·
13500 (1) ·
1500 (1) ·
1711 (1) ·
17500 (1) ·
18400 (1) ·
24000 (1) ·
26500 (1) ·
2880 (1) ·
3200 (1) ·
354 (1) ·
35500 (1) ·
37500 (1) ·
3767 (1) ·
3800 (1) ·
43 (1) ·
4689 (1) ·
50000 (1) ·
594 (1) ·
600 (1) ·
605 (1) ·
7400 (1) ·
7473 (1) ·
75 (1) ·
8000 (1) ·
910 (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 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) ·
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:
Direction 102: (Click arrow to add another value)
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 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:
1050 (1) ·
1092 (1) ·
12839 (1) ·
12966 (1) ·
13880 (1) ·
1735 (1) ·
1800 (1) ·
2070 (1) ·
2082 (1) ·
22080 (1) ·
23422 (1) ·
30362 (1) ·
3470 (1) ·
3600 (1) ·
41640 (1) ·
428 (1) ·
45978 (1) ·
52 (1) ·
5420 (1) ·
5552 (1) ·
61592 (1) ·
6408 (1) ·
65063 (1) ·
6593 (1) ·
719 (1) ·
800 (1) ·
850 (1) ·
86750 (1) ·
91 (1)
Clearance 116:
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