Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12113 (1) ·
12155 (1) ·
12173 (1) ·
12208 (1) ·
12265 (1) ·
12266 (1) ·
13659 (1) ·
13676 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'6th Avenue South ' (1) ·
'C-15 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'F.E.C. Railroad ' (1) ·
'FECRR ' (1) ·
'L-5 Canal ' (1) ·
'Lake Ashby Canal ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Spruce Creek ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'TEN MILE CREEK ' (1) ·
'Tillman Canal ' (1) ·
'W Camino Real ' (1) ·
'W. Camino Real ' (1)
Critical 006b:
Facility 007:
'CARLTON RD (CR613)' (1) ·
'CONGRESS AVE ' (1) ·
'CR-4009 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Levee Road ' (1) ·
'Military Trail ' (1) ·
'Minton Road CR-509' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'PARK AVE. W. ' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 SB ' (1)
Number 008:
700002 (1) ·
700083 (1) ·
700103 (1) ·
700149 (1) ·
704075 (1) ·
704150 (1) ·
704151 (1) ·
790004 (1) ·
790035 (1) ·
794193 (1) ·
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931006 (1) ·
934164 (1) ·
934470 (1) ·
940019 (1) ·
940038 (1) ·
940056 (1) ·
940136 (1) ·
940157 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-80 & Military Trail ' (1) ·
'US-1 SB over FECRR ' (1)
Latitude 016:
26195649 (1) ·
26203900 (1) ·
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29052660 (1)
Longitude 017:
80030866 (1) ·
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80401977 (1) ·
80462658 (1) ·
80472690 (1) ·
80472715 (1) ·
80511310 (1) ·
81013690 (1) ·
81060965 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
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 not over waterway. (1)
Future 114:
10250 (1) ·
11624 (1) ·
12318 (1) ·
12839 (1) ·
171592 (1) ·
177838 (1) ·
181308 (1) ·
19426 (1) ·
20300 (1) ·
3123 (1) ·
36435 (1) ·
366 (1) ·
369555 (1) ·
402520 (1) ·
43375 (1) ·
4414 (1) ·
500 (1) ·
5639 (1) ·
6 (1) ·
7157 (1) ·
74605 (1) ·
7800 (1) ·
8788 (1) ·
96292 (1)
Clearance 116:
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