Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
None (1) ·
24350 (1) ·
58725 (1) ·
Boca Raton (1) ·
Cocoa (1) ·
Daytona Beach (1) ·
Delray Beach (1) ·
Fort Pierce (1) ·
Greenacres City (1) ·
Holly Hill (1) ·
Indiantown village (1) ·
Lake Worth (1) ·
Merritt Island (1) ·
New Smyrna Beach (1) ·
Ormond Beach (1) ·
Palm Bay (1) ·
Port Orange (1) ·
Riviera Beach (1) ·
Royal Palm Beach village (1) ·
Sewall's Point (1) ·
Vero Beach (1)
Route 005d:
Direction 005e:
Features 006a:
'11th Street Canal ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'BARBARA BASIN ' (1) ·
'Berrys Canal ' (1) ·
'Canal ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'Conners Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Misner Creek ' (1) ·
'Navy Canal ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'Raulerson Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'St. Johns River ' (1) ·
'ST. LUCIE RIVER ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'6TH AVE SO. WB ' (1) ·
'8th Street ' (1) ·
'Bellevue Ave ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EB SR60 ' (1) ·
'Emerson Drive ' (1) ·
'Graham Road ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD NB ' (1) ·
'Lake Worth Road ' (1) ·
'LINTON BLVD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Patti Drive ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'S Williamson Blvd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-27 SR-25 ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (1) ·
'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'Williamson Blvd ' (1) ·
SR-520 (1)
Number 008:
Location 009:
'.75 MI. S. of US-92 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.4 miles North of US-92 ' (1) ·
'1.9Mi S OF WOOLBRIGHT ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'40ft. E. of SR-5A ' (1) ·
'8th St West of SR-5A ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'S. Williamson BI-I-95 ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10200 (1) ·
10516 (1) ·
120 (1) ·
14168 (1) ·
14200 (1) ·
17500 (1) ·
18000 (1) ·
190 (1) ·
21500 (1) ·
24000 (1) ·
24900 (1) ·
2500 (1) ·
25500 (1) ·
26500 (1) ·
27251 (1) ·
28140 (1) ·
29307 (1) ·
29500 (1) ·
31000 (1) ·
32000 (1) ·
322 (1) ·
33000 (1) ·
3500 (1) ·
3550 (1) ·
46000 (1) ·
5000 (1) ·
550 (1) ·
62000 (1) ·
6960 (1) ·
78500 (1) ·
7896 (1) ·
9150 (1) ·
9300 (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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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 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)
Future 114:
1000 (1) ·
107570 (1) ·
13145 (1) ·
136198 (1) ·
15875 (1) ·
16136 (1) ·
17143 (1) ·
17697 (1) ·
200 (1) ·
21600 (1) ·
24637 (1) ·
30362 (1) ·
31230 (1) ·
330 (1) ·
373 (1) ·
37302 (1) ·
41640 (1) ·
43202 (1) ·
44243 (1) ·
45978 (1) ·
47280 (1) ·
48823 (1) ·
50848 (1) ·
51182 (1) ·
511825 (1) ·
53785 (1) ·
55520 (1) ·
57255 (1) ·
6000 (1) ·
6072 (1) ·
6159 (1) ·
79810 (1) ·
8352 (1) ·
9128 (1) ·
954 (1)
Clearance 116:
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