Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15234 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-44 Intake Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'Halifax Canal ' (1) ·
'Header Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Military Trail ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 60 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St. Johns River ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR708 125.4 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Spanish River Blvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-710 WB ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1)
Number 008:
700230 (1) ·
790201 (1) ·
790202 (1) ·
790219 (1) ·
795504 (1) ·
880100 (1) ·
880101 (1) ·
880102 (1) ·
884099 (1) ·
884101 (1) ·
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884103 (1) ·
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934553 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
936500 (1) ·
940119 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (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) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-415- St.Johns River ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26230988 (1) ·
26252770 (1) ·
26252771 (1) ·
26405249 (1) ·
26433147 (1) ·
26433240 (1) ·
26470110 (1) ·
26490300 (1) ·
26504000 (1) ·
26512802 (1) ·
26525829 (1) ·
26525885 (1) ·
26535784 (1) ·
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26561812 (1) ·
26571634 (1) ·
26581961 (1) ·
26582109 (1) ·
27004488 (1) ·
27012740 (1) ·
27023771 (1) ·
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27405750 (1) ·
28395825 (1) ·
28480995 (1) ·
29090099 (1) ·
29090120 (1) ·
29144552 (1)
Longitude 017:
80045519 (1) ·
80061820 (1) ·
80061969 (1) ·
80064901 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
80075197 (1) ·
80080218 (1) ·
80090390 (1) ·
80095468 (1) ·
80101404 (1) ·
80103697 (1) ·
80104046 (1) ·
80140214 (1) ·
80140445 (1) ·
80142214 (1) ·
80144936 (1) ·
80162888 (1) ·
80190839 (1) ·
80255958 (1) ·
80265070 (1) ·
80265190 (1) ·
80271798 (1) ·
80274550 (1) ·
80274570 (1) ·
80274600 (1) ·
80274780 (1) ·
80295022 (1) ·
80304170 (1) ·
80304412 (1) ·
80310299 (1) ·
80325180 (1) ·
80521049 (1) ·
81022149 (1) ·
81051410 (1) ·
81051478 (1) ·
81123762 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1001 (1) ·
101 (1) ·
1286 (1) ·
13500 (1) ·
1440 (1) ·
15300 (1) ·
15600 (1) ·
160500 (1) ·
1700 (1) ·
19250 (1) ·
20000 (1) ·
21000 (1) ·
21500 (1) ·
22500 (1) ·
2400 (1) ·
29000 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
3900 (1) ·
40500 (1) ·
4100 (1) ·
43500 (1) ·
47500 (1) ·
4800 (1) ·
5450 (1) ·
55 (1) ·
555 (1) ·
76000 (1) ·
9150 (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:
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:
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:
131860 (1) ·
1454 (1) ·
15875 (1) ·
1730 (1) ·
175 (1) ·
23423 (1) ·
24000 (1) ·
26546 (1) ·
27066 (1) ·
278468 (1) ·
2880 (1) ·
2950 (1) ·
33399 (1) ·
36435 (1) ·
37303 (1) ·
39038 (1) ·
4001 (1) ·
50315 (1) ·
5639 (1) ·
58990 (1) ·
62460 (1) ·
6766 (1) ·
70268 (1) ·
7118 (1) ·
75472 (1) ·
75473 (1) ·
82412 (1) ·
8328 (1) ·
87 (1) ·
9456 (1) ·
963 (1)
Clearance 116:
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