Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13717 (1) ·
13798 (1) ·
13799 (1) ·
15149 (1) ·
15163 (1) ·
15222 (1) ·
15227 (1) ·
15240 (1) ·
15268 (1) ·
15281 (1) ·
15578 (1) ·
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15680 (1) ·
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15950 (1) ·
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17895 (1) ·
19216 (1) ·
19533 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-4 ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'Tillman Canal ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'JORGENSEN RD ' (1) ·
'KELLER ROAD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Maytown Road ' (1) ·
'Minton Road CR-509' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704075 (1) ·
790117 (1) ·
794139 (1) ·
794141 (1) ·
880063 (1) ·
884019 (1) ·
890014 (1) ·
890090 (1) ·
890107 (1) ·
890120 (1) ·
894001 (1) ·
894041 (1) ·
930005 (1) ·
930344 (1) ·
930351 (1) ·
930373 (1) ·
934116 (1) ·
934905 (1) ·
934940 (1) ·
935305 (1) ·
936350 (1) ·
936550 (1) ·
937201 (1) ·
937202 (1) ·
940067 (1) ·
945250 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (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) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'New Smyrna Bch C.L. ' (1)
Latitude 016:
26240578 (1) ·
26294400 (1) ·
26295449 (1) ·
26375694 (1) ·
26381073 (1) ·
26382390 (1) ·
26383999 (1) ·
26404182 (1) ·
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26485165 (1) ·
26490288 (1) ·
26564568 (1) ·
27035280 (1) ·
27052013 (1) ·
27084441 (1) ·
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27445555 (1) ·
27481770 (1) ·
28004932 (1) ·
28504614 (1) ·
28504680 (1) ·
29001688 (1)
Longitude 017:
80032221 (1) ·
80040599 (1) ·
80041919 (1) ·
80042484 (1) ·
80044085 (1) ·
80050482 (1) ·
80054760 (1) ·
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80092239 (1) ·
80114936 (1) ·
80120021 (1) ·
80135670 (1) ·
80144443 (1) ·
80162552 (1) ·
80172570 (1) ·
80213056 (1) ·
80214936 (1) ·
80215969 (1) ·
80222500 (1) ·
80270492 (1) ·
80294169 (1) ·
80301990 (1) ·
80341739 (1) ·
80401977 (1) ·
80545204 (1) ·
81044532 (1) ·
81060638 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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)
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) ·
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: (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 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:
1068 (1) ·
1124 (1) ·
11972 (1) ·
12839 (1) ·
1388 (1) ·
1500 (1) ·
15788 (1) ·
15789 (1) ·
1665 (1) ·
18221 (1) ·
19426 (1) ·
19606 (1) ·
2000 (1) ·
20855 (1) ·
250 (1) ·
26719 (1) ·
2776 (1) ·
28454 (1) ·
32618 (1) ·
3500 (1) ·
39905 (1) ·
45110 (1) ·
5205 (1) ·
560 (1) ·
600 (1) ·
7114 (1) ·
7200 (1) ·
850 (1) ·
9543 (1)
Clearance 116:
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