Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15609 (1) ·
15641 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'90th Ave. ' (1) ·
'C-51 Canal ' (1) ·
'Canal L-14 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 SR 9 ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'L-14 CANAL ' (1) ·
'Lake Ida Road ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-4 Canal ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'South Relief Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-40 ' (1) ·
'SR-46 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Australian Ave. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Congress Ave. ' (1) ·
'Crosstown Parkway ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 ' (1) ·
'JOG ROAD ' (1) ·
'LINTON BLVD ' (1) ·
'Linton Blvd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 80-Southern Bvd' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'US-1 (SR-5) ' (1) ·
'Woolbright Road ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
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Location 009:
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'E Congress Ave & N SR 806' (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) ·
'North of P. Beach Airport' (1) ·
'SW quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26262127 (1) ·
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29152514 (1)
Longitude 017:
80040600 (1) ·
80040800 (1) ·
80041660 (1) ·
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81065740 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
101541 (1) ·
104500 (1) ·
113000 (1) ·
116000 (1) ·
16000 (1) ·
16250 (1) ·
16500 (1) ·
18100 (1) ·
19250 (1) ·
27500 (1) ·
28140 (1) ·
34000 (1) ·
36000 (1) ·
36500 (1) ·
42000 (1) ·
43500 (1) ·
48500 (1) ·
6000 (1) ·
66000 (1) ·
68000 (1) ·
68500 (1) ·
70815 (1) ·
72500 (1) ·
75500 (1) ·
76000 (1) ·
79000 (1) ·
85750 (1) ·
90900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
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)
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 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:
114510 (1) ·
117980 (1) ·
118848 (1) ·
122864 (1) ·
125788 (1) ·
130993 (1) ·
131860 (1) ·
137065 (1) ·
148776 (1) ·
157712 (1) ·
176174 (1) ·
181308 (1) ·
196055 (1) ·
201260 (1) ·
27150 (1) ·
27760 (1) ·
28194 (1) ·
28628 (1) ·
33399 (1) ·
47712 (1) ·
48823 (1) ·
58990 (1) ·
62460 (1) ·
63328 (1) ·
72870 (1) ·
75473 (1) ·
8000 (1) ·
84148 (1)
Clearance 116:
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