Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
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'Clint Moore Road ' (1) ·
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'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
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'KELLER CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Murray Creek ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Rose Bay ' (1) ·
'Salerno Creek ' (1) ·
'SIMS CREEK ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'Atlantic Ave. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Boynton Beach Blvd' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DYER PARK ROAD ' (1) ·
'E/B S.R. A1A ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Haverhill Rd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Lantana Road ' (1) ·
'McClure Road ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-44 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
790156 (1) ·
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944013 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
26243201 (1) ·
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29181820 (1)
Longitude 017:
80031431 (1) ·
80041600 (1) ·
80041852 (1) ·
80043790 (1) ·
80045351 (1) ·
80051796 (1) ·
80070561 (1) ·
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80075215 (1) ·
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80122748 (1) ·
80122859 (1) ·
80161911 (1) ·
80205857 (1) ·
80222756 (1) ·
80263114 (1) ·
80402996 (1) ·
80572087 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
81005748 (1) ·
81053911 (1) ·
81211769 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
111000 (1) ·
11150 (1) ·
11500 (1) ·
12500 (1) ·
12900 (1) ·
13250 (1) ·
13300 (1) ·
14250 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
16000 (1) ·
16100 (1) ·
18391 (1) ·
18800 (1) ·
2000 (1) ·
22000 (1) ·
2400 (1) ·
26500 (1) ·
27000 (1) ·
3000 (1) ·
47500 (1) ·
500 (1) ·
6000 (1) ·
6100 (1) ·
800 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
N/A (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:
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 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:
10584 (1) ·
171592 (1) ·
192 (1) ·
192590 (1) ·
19345 (1) ·
19952 (1) ·
21688 (1) ·
22070 (1) ·
22382 (1) ·
22989 (1) ·
23076 (1) ·
24724 (1) ·
2500 (1) ·
26100 (1) ·
26400 (1) ·
265 (1) ·
26893 (1) ·
27760 (1) ·
27934 (1) ·
32400 (1) ·
32618 (1) ·
4000 (1) ·
4164 (1) ·
45978 (1) ·
600 (1) ·
7500 (1) ·
8000 (1) ·
82412 (1) ·
960 (1)
Clearance 116:
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