Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12229 (1) ·
13798 (1) ·
13799 (1) ·
15227 (1) ·
15240 (1) ·
15680 (1) ·
15693 (1) ·
15887 (1) ·
15917 (1) ·
16105 (1) ·
16106 (1) ·
16107 (1) ·
17895 (1) ·
18741 (1) ·
18742 (1) ·
18757 (1) ·
18775 (1) ·
18777 (1) ·
19204 (1) ·
19206 (1) ·
19207 (1) ·
19208 (1) ·
19237 (1) ·
19238 (1) ·
19244 (1) ·
19509 (1)
County 003:
Place 004:
Route 005d:
Features 006a:
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL C-108 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'Drainage Canal ' (1) ·
'Halifax Canal ' (1) ·
'Indian River IWW ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-708 ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'JORGENSEN RD ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-415 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 EB ' (1)
Number 008:
700181 (1) ·
704075 (1) ·
790201 (1) ·
790202 (1) ·
790219 (1) ·
794139 (1) ·
794141 (1) ·
794194 (1) ·
795504 (1) ·
884099 (1) ·
884101 (1) ·
884102 (1) ·
884103 (1) ·
890107 (1) ·
890120 (1) ·
894057 (1) ·
894058 (1) ·
894064 (1) ·
930351 (1) ·
930373 (1) ·
934553 (1) ·
934905 (1) ·
934940 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'SR-415- St.Johns River ' (1) ·
'US-192 EB - Indian River ' (1)
Latitude 016:
26240578 (1) ·
26295449 (1) ·
26383999 (1) ·
26404182 (1) ·
26470110 (1) ·
27012740 (1) ·
27022662 (1) ·
27025170 (1) ·
27035280 (1) ·
27115100 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27374280 (1) ·
27393890 (1) ·
27403120 (1) ·
27405750 (1) ·
28004932 (1) ·
28050237 (1) ·
28480995 (1) ·
28504614 (1) ·
28504680 (1) ·
29090099 (1) ·
29090120 (1) ·
29144552 (1) ·
29152450 (1)
Longitude 017:
80032221 (1) ·
80072029 (1) ·
80075212 (1) ·
80120021 (1) ·
80135670 (1) ·
80151030 (1) ·
80213056 (1) ·
80215969 (1) ·
80222500 (1) ·
80231002 (1) ·
80255958 (1) ·
80270492 (1) ·
80274550 (1) ·
80274570 (1) ·
80274600 (1) ·
80274780 (1) ·
80325180 (1) ·
80352939 (1) ·
80401977 (1) ·
81022149 (1) ·
81044532 (1) ·
81051410 (1) ·
81051478 (1) ·
81060638 (1) ·
81074440 (1) ·
81123762 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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 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:
Clearance 116:
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