Drilldown: bridge data
From Indian River Lagoon Project
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12224 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CPB20 CANAL ' (1) ·
'Danforth Creek ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Halifax Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 60 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-46 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1)
Critical 006b: (Click arrow to add another value)
Facility 007:
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-708 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-710 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700172 (1) ·
700174 (1) ·
700230 (1) ·
704203 (1) ·
705910 (1) ·
790201 (1) ·
790202 (1) ·
790219 (1) ·
790220 (1) ·
794194 (1) ·
795504 (1) ·
880100 (1) ·
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934553 (1) ·
937354 (1) ·
937360 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Lake Washington Rd ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26214420 (1) ·
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28480995 (1) ·
28485627 (1) ·
29090099 (1) ·
29090120 (1) ·
29144552 (1) ·
29152450 (1)
Longitude 017:
80054930 (1) ·
80060655 (1) ·
80060720 (1) ·
80061969 (1) ·
80074786 (1) ·
80120806 (1) ·
80131759 (1) ·
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80274780 (1) ·
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80325180 (1) ·
80352988 (1) ·
80354573 (1) ·
80355880 (1) ·
80424100 (1) ·
80521049 (1) ·
81022149 (1) ·
81051410 (1) ·
81051478 (1) ·
81074440 (1) ·
81112630 (1) ·
81123762 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
101 (1) ·
1050 (1) ·
1286 (1) ·
1440 (1) ·
1700 (1) ·
17750 (1) ·
18500 (1) ·
19250 (1) ·
21000 (1) ·
21500 (1) ·
2400 (1) ·
2600 (1) ·
29000 (1) ·
29307 (1) ·
37000 (1) ·
39000 (1) ·
4100 (1) ·
43500 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5450 (1) ·
55 (1) ·
555 (1) ·
5975 (1) ·
600 (1) ·
85750 (1) ·
9150 (1) ·
9229 (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:
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 (including piles) on dry land well above flood water elevations. (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 (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:
11167 (1) ·
1350 (1) ·
1454 (1) ·
148776 (1) ·
15875 (1) ·
1730 (1) ·
175 (1) ·
200 (1) ·
2880 (1) ·
2950 (1) ·
30796 (1) ·
3120 (1) ·
32098 (1) ·
33399 (1) ·
36435 (1) ·
37303 (1) ·
50 (1) ·
50315 (1) ·
50848 (1) ·
600 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
7118 (1) ·
720 (1) ·
75472 (1) ·
75473 (1) ·
832 (1) ·
87 (1) ·
9456 (1) ·
963 (1)
Clearance 116:
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