Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'LWDD L-14 Cnl ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'Rose Bay ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 NB SR 9 ' (1) ·
'Lantana Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR-44 ' (1) ·
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'SR-91 (TPK) 78.7 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'ST LUCIE W BLVD EB' (1) ·
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'SW GREENRIDGE LANE' (1) ·
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'US-1 SB ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
700172 (1) ·
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Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At Lake Washington Rd ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (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-192 WB-Indian River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
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Longitude 017:
80031431 (1) ·
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80060655 (1) ·
80060720 (1) ·
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80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
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81053911 (1) ·
81211769 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
1050 (1) ·
11150 (1) ·
11500 (1) ·
12500 (1) ·
12900 (1) ·
13250 (1) ·
13300 (1) ·
14250 (1) ·
16000 (1) ·
16100 (1) ·
17750 (1) ·
18500 (1) ·
2000 (1) ·
21500 (1) ·
22000 (1) ·
2400 (1) ·
29307 (1) ·
37000 (1) ·
39000 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
5975 (1) ·
600 (1) ·
6000 (1) ·
6100 (1) ·
85750 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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:
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:
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) ·
1350 (1) ·
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171592 (1) ·
19345 (1) ·
19952 (1) ·
200 (1) ·
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22382 (1) ·
22989 (1) ·
23076 (1) ·
24724 (1) ·
2500 (1) ·
26400 (1) ·
27760 (1) ·
27934 (1) ·
30796 (1) ·
32098 (1) ·
37303 (1) ·
4164 (1) ·
50 (1) ·
50848 (1) ·
600 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
7500 (1) ·
832 (1)
Clearance 116:
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