Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12263 (1) ·
12271 (1) ·
13732 (1) ·
13733 (1) ·
13734 (1) ·
13735 (1) ·
13749 (1) ·
13750 (1) ·
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15801 (1) ·
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19383 (1) ·
19498 (1) ·
19506 (1) ·
19552 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BELCHER C-25 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'E-1 Canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-6 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'None ' (1) ·
'Rose Bay ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR-710 ' (1) ·
'TIDAL CANAL ' (1) ·
'Tomoka River ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'E Gateway Blvd ' (1) ·
'HAVERHILL ROAD ' (1) ·
'Hypoluxo Rd ' (1) ·
'INDIAN STREET ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB I 95 to Gateway' (1) ·
'NB SR-615 ' (1) ·
'Palm Bay Library ' (1) ·
'SB SR- 615 ' (1) ·
'SIMARA STREET ' (1) ·
'SR-472 WB ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SUMMIT BLVD ' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
Number 008:
704143 (1) ·
704256 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
790186 (1) ·
790190 (1) ·
884062 (1) ·
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934928 (1) ·
940148 (1) ·
940149 (1) ·
944014 (1)
Location 009:
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Minton Road-I-95 ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26233914 (1) ·
26314057 (1) ·
26314099 (1) ·
26325800 (1) ·
26330210 (1) ·
26341358 (1) ·
26394300 (1) ·
26394749 (1) ·
26413800 (1) ·
26442375 (1) ·
26450216 (1) ·
26460153 (1) ·
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27355685 (1) ·
27594683 (1) ·
28025656 (1) ·
28571929 (1) ·
29050202 (1) ·
29051082 (1) ·
29051903 (1) ·
29061326 (1) ·
29181868 (1)
Longitude 017:
80031952 (1) ·
80041200 (1) ·
80041240 (1) ·
80051800 (1) ·
80070375 (1) ·
80074101 (1) ·
80075210 (1) ·
80102132 (1) ·
80112090 (1) ·
80120025 (1) ·
80121064 (1) ·
80121067 (1) ·
80121946 (1) ·
80123610 (1) ·
80205848 (1) ·
80205926 (1) ·
80225738 (1) ·
80242120 (1) ·
80321756 (1) ·
80401656 (1) ·
80401795 (1) ·
80410200 (1) ·
80580163 (1) ·
80580732 (1) ·
80581203 (1) ·
80581835 (1) ·
81053827 (1) ·
81152767 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
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 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:
Clearance 116:
Showing below up to 28 results in range #1 to #28.
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