Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
None (1) ·
45775 (1) ·
58725 (1) ·
74200 (1) ·
Atlantis (1) ·
Boca Raton (1) ·
Boynton Beach (1) ·
Delray Beach (1) ·
Greenacres City (1) ·
Haverhill (1) ·
Lake Worth (1) ·
Melbourne (1) ·
Melbourne Village (1) ·
Ormond Beach (1) ·
Riviera Beach (1) ·
Titusville (1) ·
Viera (1) ·
Wellington village (1) ·
West Palm Beach (1)
'90th Ave. ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'South Relief Canal ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
'Atlantic Ave. ' (1) ·
'Australian Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'Congress Ave. ' (1) ·
'Crosstown Parkway ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
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'SR 794 (Yamato Rd)' (1) ·
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'SR 80/Southern Bvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'Woolbright Road ' (1) ·
I-95 (1)
Number 008:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Exit 56 ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'North of P. Beach Airport' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
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Longitude 017:
101541 (1) ·
104500 (1) ·
106500 (1) ·
106800 (1) ·
113000 (1) ·
115000 (1) ·
116000 (1) ·
13800 (1) ·
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16100 (1) ·
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34000 (1) ·
36000 (1) ·
36500 (1) ·
36794 (1) ·
39500 (1) ·
40000 (1) ·
42000 (1) ·
43500 (1) ·
57500 (1) ·
66000 (1) ·
68000 (1) ·
68500 (1) ·
72500 (1) ·
75500 (1) ·
76000 (1) ·
77000 (1) ·
78500 (1) ·
79000 (1) ·
90900 (1)
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 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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
114510 (1) ·
117980 (1) ·
118848 (1) ·
125788 (1) ·
130993 (1) ·
131860 (1) ·
133595 (1) ·
136198 (1) ·
137065 (1) ·
157712 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
185298 (1) ·
196055 (1) ·
199525 (1) ·
201260 (1) ·
23943 (1) ·
27150 (1) ·
27413 (1) ·
27760 (1) ·
27934 (1) ·
28194 (1) ·
28628 (1) ·
33399 (1) ·
36435 (1) ·
47712 (1) ·
48823 (1) ·
58990 (1) ·
62283 (1) ·
62460 (1) ·
63328 (1) ·
68532 (1) ·
69400 (1) ·
72870 (1) ·
75473 (1) ·
99763 (1)
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