Drilldown: bridge data
From Indian River Lagoon Project
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12114 (1) ·
12119 (1) ·
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12149 (1) ·
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16101 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Canal ' (1) ·
'Canal to Bulow Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Kid Creek ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'Rockledge Creek ' (1) ·
'Samsula Canal ' (1) ·
'Sebastian Inlet ' (1) ·
'St. Johns River ' (1) ·
'Sunshine Canal ' (1) ·
'Turnbull Creek ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Big Tree Road ' (1) ·
'CR-3 ' (1) ·
'Driveway Ent. Exit' (1) ·
'I-95 ' (1) ·
'Jungle Road ' (1) ·
'Magnolia St. ' (1) ·
'Okeechobee Rd. ' (1) ·
'Old Kings Rd ' (1) ·
'Riverside Dr ' (1) ·
'Samsula Drive ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-5A ' (1) ·
'SR-76 ' (1) ·
'SR-A1A ' (1) ·
'SUNSET TRAIL ' (1) ·
'Tymber Creek Road ' (1) ·
'US 98 (SR 80) ' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'VILLAGE BLVD ' (1) ·
'Woodcliff Drive ' (1)
Number 008:
700003 (1) ·
700013 (1) ·
700027 (1) ·
700028 (1) ·
700050 (1) ·
700077 (1) ·
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700107 (1) ·
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794184 (1) ·
795001 (1) ·
795729 (1) ·
880005 (1) ·
880069 (1) ·
890048 (1) ·
894031 (1) ·
930439 (1) ·
937712 (1) ·
940028 (1) ·
944013 (1)
Location 009:
'0.1 mi East of Linda Road' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.5 Mi S of Micco Rd. ' (1) ·
'0.7 Mi N of Old Dixie Hwy' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.0MI E OF BANANA RIV DR ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6 Mi E of SR-415 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'10ft. East of Nova Road ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.4 Mi. S of SR-520 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'3.4 Miles South of SR-514' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'6.2 Miles N of SR-510 ' (1) ·
'Babcock Street over I-95 ' (1) ·
'By Indian Grove Dr. ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1)
Latitude 016:
26404080 (1) ·
26445867 (1) ·
27100650 (1) ·
27111696 (1) ·
27173773 (1) ·
27252426 (1) ·
27422555 (1) ·
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29095834 (1) ·
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29110190 (1) ·
29144556 (1) ·
29163799 (1) ·
29245056 (1)
Longitude 017:
80052862 (1) ·
80074325 (1) ·
80151037 (1) ·
80165077 (1) ·
80205857 (1) ·
80221757 (1) ·
80265430 (1) ·
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80393049 (1) ·
80440519 (1) ·
80463003 (1) ·
80513571 (1) ·
80545000 (1) ·
80555809 (1) ·
80555859 (1) ·
80571308 (1) ·
80591557 (1) ·
81012273 (1) ·
81012484 (1) ·
81014361 (1) ·
81014689 (1) ·
81021145 (1) ·
81022968 (1) ·
81025853 (1) ·
81074630 (1) ·
81085329 (1) ·
81232464 (1)
Owner 022:
Built 027:
Traffic 029:
1030 (1) ·
1082 (1) ·
12200 (1) ·
12700 (1) ·
13500 (1) ·
16290 (1) ·
17800 (1) ·
1800 (1) ·
19500 (1) ·
20000 (1) ·
23000 (1) ·
23500 (1) ·
25474 (1) ·
26000 (1) ·
3000 (1) ·
3023 (1) ·
33000 (1) ·
37500 (1) ·
401 (1) ·
42764 (1) ·
43 (1) ·
43500 (1) ·
516 (1) ·
5400 (1) ·
5458 (1) ·
6700 (1) ·
716 (1) ·
81764 (1) ·
9089 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
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 not over waterway. (1)
Future 114:
10998 (1) ·
11625 (1) ·
1233 (1) ·
1309 (1) ·
141861 (1) ·
19050 (1) ·
21167 (1) ·
23422 (1) ·
28263 (1) ·
30883 (1) ·
3123 (1) ·
33832 (1) ·
34700 (1) ·
39905 (1) ·
4000 (1) ·
40772 (1) ·
44197 (1) ·
45110 (1) ·
485 (1) ·
52 (1) ·
5240 (1) ·
57255 (1) ·
65063 (1) ·
6604 (1) ·
74196 (1) ·
75472 (1) ·
832 (1) ·
866 (1) ·
9369 (1)
Clearance 116:
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