Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12257 (1) ·
13722 (1) ·
13792 (1) ·
13793 (1) ·
15134 (1) ·
15157 (1) ·
15196 (1) ·
15203 (1) ·
15216 (1) ·
15223 (1) ·
15225 (1) ·
15284 (1) ·
15285 (1) ·
15627 (1) ·
15628 (1) ·
15630 (1) ·
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16023 (1) ·
16031 (1) ·
16044 (1) ·
16095 (1) ·
19367 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Drainage Canal ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL G CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Sebastian Canal ' (1) ·
'SFC DIST CANAL NO 1 ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'ST LUCIE CANAL ' (1) ·
'SUBDIVISION CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'US-1 & FECRR ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'BISCAYNE DRIVE ' (1) ·
'CONGRESS AVE ' (1) ·
'CORAL DRIVE ' (1) ·
'CR-632 (65TH ST.) ' (1) ·
'CR-76A ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HARRIS RD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'HURON WAY ' (1) ·
'LAWRENCE ROAD ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Old Dixie Highway ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-44 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 (SR-5) ' (1) ·
'VENICE DRIVE ' (1)
Number 008:
704042 (1) ·
790128 (1) ·
794123 (1) ·
794124 (1) ·
880040 (1) ·
880085 (1) ·
890001 (1) ·
890021 (1) ·
890079 (1) ·
890093 (1) ·
890102 (1) ·
894047 (1) ·
894048 (1) ·
930215 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930333 (1) ·
934258 (1) ·
934259 (1) ·
934515 (1) ·
934904 (1) ·
934914 (1) ·
935301 (1) ·
935302 (1) ·
935508 (1) ·
935750 (1) ·
940027 (1) ·
940038 (1) ·
940053 (1) ·
940072 (1) ·
940951 (1)
Location 009:
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'AT TEDDAR ROAD ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-44 over US-1 ' (1)
Latitude 016:
26222497 (1) ·
26232019 (1) ·
26252638 (1) ·
26270705 (1) ·
26315252 (1) ·
26315259 (1) ·
26321988 (1) ·
26360866 (1) ·
26373441 (1) ·
26423844 (1) ·
26445836 (1) ·
26450626 (1) ·
26451984 (1) ·
26571548 (1) ·
26581931 (1) ·
27023798 (1) ·
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27085780 (1) ·
27090600 (1) ·
27101012 (1) ·
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27234679 (1) ·
27240944 (1) ·
27243006 (1) ·
27385744 (1) ·
27424258 (1) ·
27531888 (1) ·
29011550 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80050093 (1) ·
80050590 (1) ·
80051590 (1) ·
80052073 (1) ·
80054787 (1) ·
80062363 (1) ·
80070222 (1) ·
80070240 (1) ·
80074708 (1) ·
80080366 (1) ·
80095581 (1) ·
80100849 (1) ·
80101799 (1) ·
80102470 (1) ·
80104223 (1) ·
80120012 (1) ·
80121176 (1) ·
80142587 (1) ·
80142967 (1) ·
80180707 (1) ·
80231141 (1) ·
80235220 (1) ·
80240119 (1) ·
80240150 (1) ·
80260113 (1) ·
80262430 (1) ·
80282176 (1) ·
80372083 (1) ·
80413113 (1) ·
80553031 (1) ·
81055781 (1) ·
81060905 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
101 (1) ·
10500 (1) ·
1340 (1) ·
1350 (1) ·
14600 (1) ·
16000 (1) ·
18000 (1) ·
18300 (1) ·
19900 (1) ·
200 (1) ·
2000 (1) ·
20150 (1) ·
2600 (1) ·
2993 (1) ·
300 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
3600 (1) ·
364 (1) ·
400 (1) ·
40300 (1) ·
44400 (1) ·
68700 (1) ·
748 (1) ·
78500 (1) ·
8500 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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)
Culvert 062:
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) ·
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:
119194 (1) ·
1200 (1) ·
121 (1) ·
1249 (1) ·
136198 (1) ·
14748 (1) ·
1603 (1) ·
171592 (1) ·
18000 (1) ·
18218 (1) ·
2342 (1) ·
25331 (1) ·
27760 (1) ·
300 (1) ·
31230 (1) ·
31751 (1) ·
34526 (1) ·
3460 (1) ·
34960 (1) ·
4511 (1) ·
4858 (1) ·
500 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
607 (1) ·
6246 (1) ·
69920 (1) ·
77034 (1)
Clearance 116:
Showing below up to 32 results in range #1 to #32.
