Drilldown: bridge data
From Indian River Lagoon Project
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Date: (Click arrow to add another value)
County 003:
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Route 005d:
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'Haverhill Rd. & U Turns ' (1) ·
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'Indian River ' (1) ·
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'Jog Rd. & Turn Arounds ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Misner Branch ' (1) ·
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'SR 809 (Military Trail) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1) ·
SR-401 (1)
Critical 006b:
Facility 007:
'Australian Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Belvede to NB I-95' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'CR-4139 ' (1) ·
'CR-880 ' (1) ·
'Esplanade Avenue ' (1) ·
'GORDY ROAD ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
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'Indian Lake Road ' (1) ·
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'SR 80-Southern Bvd' (1) ·
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'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I-95 ' (1) ·
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'SR786 WB to SB I95' (1) ·
'SR91 On/Off Rmp106' (1) ·
'Trailwood Drive ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB SR704 to SB I95' (1) ·
'Wilden Road ' (1) ·
Overpass Ramp (1)
Number 008:
700061 (1) ·
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Location 009:
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI W of US-98 / SR-441' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'Babcock Street over I-95 ' (1) ·
'Between SR704 and 12th St' (1) ·
'CR-4139 over I-4 ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'North of Belvedere Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-A1A over Halifax River' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
0.7 Mile N of SR-528 (1)
Latitude 016:
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29095886 (1) ·
29165358 (1)
Longitude 017:
80035422 (1) ·
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81015661 (1) ·
81043623 (1) ·
81054109 (1) ·
81091698 (1) ·
81143187 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
114500 (1) ·
11500 (1) ·
12200 (1) ·
13000 (1) ·
13500 (1) ·
13600 (1) ·
14400 (1) ·
17000 (1) ·
18500 (1) ·
19300 (1) ·
200 (1) ·
23500 (1) ·
24000 (1) ·
25 (1) ·
25000 (1) ·
25474 (1) ·
27500 (1) ·
283 (1) ·
3000 (1) ·
30500 (1) ·
5 (1) ·
5792 (1) ·
5800 (1) ·
6892 (1) ·
70815 (1) ·
72500 (1) ·
7300 (1) ·
75500 (1) ·
79000 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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:
10063 (1) ·
11958 (1) ·
122864 (1) ·
125788 (1) ·
12666 (1) ·
130993 (1) ·
137065 (1) ·
17280 (1) ·
198658 (1) ·
19952 (1) ·
200 (1) ·
21167 (1) ·
22555 (1) ·
23422 (1) ·
23596 (1) ·
29 (1) ·
29495 (1) ·
32098 (1) ·
33486 (1) ·
342 (1) ·
400 (1) ·
40772 (1) ·
41640 (1) ·
43375 (1) ·
44197 (1) ·
47712 (1) ·
500 (1) ·
5205 (1) ·
52918 (1) ·
7008 (1) ·
9 (1)
Clearance 116:
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