Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
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'I 95 SR 9 ' (1) ·
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'Loxahatchee River ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Nova Canal ' (1) ·
'Range Line Canal ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'US-192 ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
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'CR708 125.4 ' (1) ·
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'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Haverhill Road ' (1) ·
'I-95 ' (1) ·
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'Old Dixie Highway ' (1) ·
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'SB I-95 (SR 9) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1) ·
'Woodcliff Drive ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
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Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'10ft. East of Nova Road ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'56th Place North ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'Between SR704 and 12th St' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 over US-192 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'North of P. Beach Airport' (1) ·
'SB I-95 over CR 708 ' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
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28044400 (1) ·
28113278 (1) ·
28134900 (1) ·
29110190 (1)
Longitude 017:
80041660 (1) ·
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80482471 (1) ·
80482472 (1) ·
81014689 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
0 (1) ·
101 (1) ·
106 (1) ·
1082 (1) ·
120 (1) ·
13500 (1) ·
13716 (1) ·
13800 (1) ·
1440 (1) ·
15600 (1) ·
17700 (1) ·
19300 (1) ·
20000 (1) ·
213000 (1) ·
22500 (1) ·
2302 (1) ·
27500 (1) ·
3000 (1) ·
3250 (1) ·
34000 (1) ·
36000 (1) ·
40500 (1) ·
47500 (1) ·
4800 (1) ·
500 (1) ·
68000 (1) ·
68500 (1) ·
7200 (1) ·
7500 (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 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:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
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:
1000 (1) ·
10800 (1) ·
117980 (1) ·
118848 (1) ·
13012 (1) ·
1309 (1) ·
144 (1) ·
150 (1) ·
1730 (1) ·
174 (1) ·
20574 (1) ·
23423 (1) ·
23943 (1) ·
24000 (1) ·
27066 (1) ·
30710 (1) ·
33486 (1) ·
369555 (1) ·
39038 (1) ·
3994 (1) ·
47712 (1) ·
5205 (1) ·
5639 (1) ·
58990 (1) ·
62460 (1) ·
625 (1) ·
70268 (1) ·
82412 (1) ·
8328 (1)
Clearance 116:
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