Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Kind 043a:
Concrete 
& Channel 061:
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.
& Channel 061:
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. Use the filters below to narrow your results.
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Route 005d:
Features 006a:
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'Little Tomoka River ' (1) ·
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'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'SWA Retention Canal ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Tide Relief Canal ' (1) ·
'Turnbull Creek ' (1) ·
'WARNER CREEK ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'Camp Site Road ' (1) ·
'CR-68 (Orange Ave)' (1) ·
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'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SW 48th Avenue ' (1) ·
'SW Wood St. ' (1) ·
'TROON DR ' (1) ·
'Tymber Creek Road ' (1) ·
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US-1 (1)
Number 008:
700206 (1) ·
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945000 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.25mi W of S.R.-A1A ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'A1A on Singer Island ' (1) ·
'At US-441/SR-7 ' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'In John Prince Park ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-5A at 3rd St ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
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Longitude 017:
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Owner 022:
Built 027:
Traffic 029:
1040 (1) ·
11700 (1) ·
13400 (1) ·
13716 (1) ·
144 (1) ·
14600 (1) ·
150 (1) ·
15000 (1) ·
17800 (1) ·
20000 (1) ·
21500 (1) ·
22000 (1) ·
240 (1) ·
2600 (1) ·
29500 (1) ·
3000 (1) ·
3087 (1) ·
3245 (1) ·
35000 (1) ·
3600 (1) ·
37006 (1) ·
42500 (1) ·
4300 (1) ·
46000 (1) ·
4800 (1) ·
5760 (1) ·
6042 (1) ·
6900 (1) ·
716 (1) ·
77000 (1) ·
78500 (1) ·
9200 (1) ·
9229 (1) ·
9700 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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:
Rebuilt 106:
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 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)
Future 114:
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1735 (1) ·
180 (1) ·
20300 (1) ·
20574 (1) ·
216 (1) ·
23249 (1) ·
25331 (1) ·
26400 (1) ·
30000 (1) ·
30883 (1) ·
3120 (1) ·
34700 (1) ·
360 (1) ·
37303 (1) ·
3927 (1) ·
42000 (1) ·
4454 (1) ·
51182 (1) ·
5205 (1) ·
5356 (1) ·
6017 (1) ·
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6912 (1) ·
73738 (1) ·
7460 (1) ·
79810 (1) ·
8328 (1) ·
866 (1)
Clearance 116:
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