Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'Canal L-14 ' (1) ·
'Clint Moore Road ' (1) ·
'E-3 Canal ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I-95 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'Lateral H Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-514 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'Summit Boulevard ' (1) ·
'US-192 ' (1) ·
'WPB Canal (C-51) ' (1) ·
Addison Canal (1) ·
Indian River Relief East (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'53rd Street ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BIG BLUE TRACE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
'Congress Ave. ' (1) ·
'Crosstown Parkway ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 ' (1) ·
'JOG ROAD ' (1) ·
'Malabar Rd ' (1) ·
'Minton Rd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Pineda Causeway ' (1) ·
'Port St. Lucie Bld' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'West Atlantic Ave.' (1) ·
I-95 (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
700202 (1) ·
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700225 (1) ·
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704143 (1) ·
705953 (1) ·
790193 (1) ·
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944018 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 over SR-40 ' (1) ·
'I-95 over US-192 ' (1) ·
'Just west of I-95 ' (1) ·
'Minton Road-I-95 ' (1) ·
'Port St Lucie / FL TPK. ' (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) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26220464 (1) ·
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29152514 (1)
Longitude 017:
80041480 (1) ·
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80401800 (1) ·
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80422723 (1) ·
80423456 (1) ·
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80510650 (1) ·
81065740 (1)
Owner 022:
Built 027:
Traffic 029:
0 (1) ·
106800 (1) ·
11100 (1) ·
11321 (1) ·
115000 (1) ·
13800 (1) ·
16250 (1) ·
18100 (1) ·
25000 (1) ·
25500 (1) ·
36000 (1) ·
36500 (1) ·
43000 (1) ·
43500 (1) ·
45360 (1) ·
46000 (1) ·
47500 (1) ·
54000 (1) ·
6000 (1) ·
64500 (1) ·
66000 (1) ·
68000 (1) ·
68500 (1) ·
70815 (1) ·
72500 (1) ·
75500 (1) ·
79000 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
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 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)
Future 114:
1000 (1) ·
111908 (1) ·
114510 (1) ·
117980 (1) ·
118848 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
13132 (1) ·
137065 (1) ·
171592 (1) ·
185298 (1) ·
19258 (1) ·
199525 (1) ·
23943 (1) ·
27150 (1) ·
28194 (1) ·
43375 (1) ·
44243 (1) ·
62460 (1) ·
63327 (1) ·
63328 (1) ·
74605 (1) ·
75472 (1) ·
78700 (1) ·
79810 (1) ·
8000 (1) ·
82412 (1) ·
93690 (1)
Clearance 116:
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