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NASSAU COUNTYREDLIGHT CAMERA PROGRAM
2014-2015 PROGRAM REVIEW REPORT
Nassau County Traffic Safety Board Nassau County Traffic and Parking
Nassau County Department of Public Works Violations Agency
1194ProspectAvenue 16 Cooper Street
Westbury, NY 11590 Hempstead, NY 11550
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Nassau Countys Red Light Camera Program (the Program) was designed to enhancepublic safety by reducing the number of automobile crashes attributed to drivers runningred lights. For the years 2004 through 2008, more than 46,000 crashes were reportedat intersections where a traffic control device existed. As a result of these intersectioncrashes, more than 27,000 people were injured and 114 people were killed. Red lightrunning accounted for 20% of all roadway crashes as well as 36% of the total number of
injuries and 15% of the total fatalities. Since the installation of the first Red LightCamera in 2009, Nassau County has seen a reduction in serious injuries and fatalitiesattributed to these types of crashes.
Nassau County first began exploring the program in 2003 in order to address the numberof crashes at intersections as a result of drivers ignoring traffic control devices.Recognizing that red light running crashes, typically categorized as side and/or head-on,are the cause of more severe injuries and fatalities, Nassau County created a committeeto explore the use of Red Light Cameras (RLC) at intersections. The committee consistedof individuals representing the Nassau County Traffic Safety Board (NCTSB), NassauCounty Department of Public Works Traffic Engineering, and the Nassau County Traffic
and Parking Violations Agency (TPVA). This committee continues to meet to select futurelocations and monitor existing locations. See appendix D for selection criteria.
Crash data is collected by Traffic Safety as made available by the Nassau County PoliceDepartment and New York State Department of Transportation. This data is used toidentify high crash locations in order to determine RLC placement. The committee thenmeets to select locations from this data. When the original location list was produced, thelocations were limited to county roads only, outside of incorporated village or city lines.
As the program was implemented a second analysis was made, which then includedcrash locations on state roads and within incorporated village/city lines, to produce acomplete county-wide listing of red light running crashes.
Since the implementation of the program, traffic volume has increased throughout NassauCounty. There are over one million vehicles registered in Nassau County as well as anadditional one million vehicles registered in Suffolk County. Despite this, the programcontinues to improve drivers awareness of the importance to stop for Red Lights anddrive safer. As a result, the program statistics show that overall crashes and injuries havedecreased.
With the end of the fifth year of operation for many of our RLC locations, statistics haveshown reductions in crashes for each year of operation. Since the program began therewas an overall crash reduction of 9% for the first year of operation. There has been an
additional 21% reduction for the second year, a 26% reduction in third year, a 31%decrease in fourth year and back to a 29% overall crash reduction in the fifth year*. Ofnote, the number of rear end crashes at the majority of RLC locations did not increase.
Almost every category of crash type has seen an improvement in crashes since programimplementation. Rear end crashes, head on crashes and overall crash categories havebeen reduced. Appendix B shows the breakdown of the accident type by rear end, side
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impact and head on. The chart further displays the increase or decrease of each type ofaccident and the comparison that each type of accident represented by percentage of thetotal number of accidents for the time prior to installation and the time after.
First Year Second Year Third Year Forth Year Fifth Year
Rear End -1% -17% -33% -37% -51%
Side -3% -26% -24% -31% 3%Head On -42% -54% -51% -79% -85%
Other -11% -15% 11% 15% 24%
TOTAL -9% -21% -26% -31% -29%
INJURIES -8% -21% -26% -36% -39%
Awareness of the Program educates the Public to the inherent danger of failing to obeya traffic control signal thus having had a positive impact on safety at these locations. TheProgram has resulted in a decrease of Red Light running at intersections where camerasare located. For 2014 there were no reported fatalities at any of the RLC intersections.
Studies conducted on RLC programs similar to the Nassau County Program have beenmade by the Insurance Institute for Highway Safety. The Institute, a well-recognized,nonprofit, scientific and educational organization dedicated to reducing the losses fromcrashes on the nations highways, in a May 2008 report concluded that cameras reducered light violations by 40-50 percent.
The Nassau County RLC program has observed a 65% reduction in the number of eventscaptured and a 59% decrease in the issuance of NOLs at RLC monitored intersections.The numbers are derived by using data from the first full production year through to theend of the 2014 year at each intersection. Appendix C contains the data providing the
analysis.
As already shown, the number of crashes at RLC locations has decreased. There havebeen no fatal crashes reported at any Red Light Camera location for the period of 2010through 2014. For the years 2012, 2013 and 2014 additional locations were added aspart of a Phase II expansion of RLC. As more locations and approaches are added thereshould be an additional reduction in crashes that will help keep Nassau County roadwayssafe.
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The results from those locations where Red Light Camera monitoring is present showsdecreases in the more severe categories of crashes:
Pre-Installation
1stYear
Rear End 1136 1120 -1.21%
Side 699 579 -2.80%
Head On 88 51 -42.05%
Other 281 250 -11.03%
TOTAL 2195 1996 -9.07%
INJURIES 862 793 -8.00%
In 2009, the New York State Legislature enacted legislation that allowed Nassau Countyto establish a demonstration program to install photo violation monitoring devices torecord vehicles going through red light signals at up to 50 intersections. Using theestablished location list, the committee selected locations. Nassau County issued anRFP for the Program requiring that the selected vendor would provide services to includethe construction of a camera system at selected intersection approaches, the collectionof the images and videos of violations, and the mailing of citations upon TPVAs validationto issue a Notice of Liability (NOL).
In the spring of 2012, NYS and Nassau County amended the original RLC legislation toadd an additional 50 intersections, thereby allowing a total of 100 intersections to be
monitored by the Program. Phase I represents the first (original) intersections based uponthe 2009 legislation and Phase II represents the additional 50 intersections allowed bythe 2012 legislative amendment.
On August 6, 2009, construction at the first three intersections was completed and thecameras were placed into operation. By the end of 2010, 40 intersections were inoperation, utilizing a total of 116 camera systems. By the end of March 2011, Phase I
was completed comprising of 50 intersections, with 152 cameras in operation. By the endof 2012, there were a total of 170 cameras in operation at 57 intersections. By the end of2013 there were a total of 209 cameras in operation at 68 intersections. By the end of
2014 there were a total of 223 cameras in operation at 72 intersections. Each systemincludes a camera capturing a digital image, a video camera capturing the movement ofthe violation and a flash device to allow for clear photo capture.
For the 2014 calendar year 899,661 events were captured, which led to 399,739 NOLsbeing issued. The total number of NOLs paid (as of 1/28/15) was 349,633. Total finespaid for the first notice was $23.2m.
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The RLC program generated $33.8m (including collection fees, bounced check fees,Driver Responsibility fees and other administrative fees).
Recipients of NOLs can view the violation information (including photographs and videos)atwww.drivesafelyinnassau.com
When a violation is issued, the motorist is given the option to admit liability or appear incourt to challenge the violation. When a motorist appears for a scheduled RLC violationhearing, they are offered the opportunity to review the video prior to a hearing. Manymotorists will admit liability and pay their fine after reviewing the video without thenecessity of a formal hearing. If a motorist chooses to have a RLC violation hearing, theyare given the same attention and respect as any other hearing or trial conducted by TPVA.In 2014, including those that paid their fine after reviewing the violation video,approximately 4,619 requests for hearings were made. Of these requests, 1,085 hadhearings. Of the hearings held, 946 motorists were found in violation and 139 were foundnot liable as a result of a hearing. There was approximately $153,760 in fines collectedat the conclusion of the hearings. Motorists who requested a hearing but failed to appear,
a default conviction was subsequently filed against the vehicles registered owner.
The cameras, which photograph the rear of the vehicle, are constructed fifty to onehundred fifty feet before the stop line. When a violation occurs, both a digital image anda video of the violation is captured.
For Phase I equipment, when the traffic signal turns red, two wireless transmitting sensorsplaced just before the stop line in each lane of traffic covered by the camera system aretriggered. These sensors are activated by the change from the green traffic light to ambersequence. For Phase II equipment, the use of radar sensing coupled with more effectiveand efficient hardware (cameras and strobes), helped to reduce the number of false
events. A series of images are taken of the vehicle crossing the stop line after the signalturns red. In addition, a video of the violation captures the event from the change of thesequence of lights changing and the violation of passing through the red. The camerasare in operation 7 days a week, 24 hours per day.
The wireless retrieval from the camera system was able to flow from the vendor to theoperations at TPVA for its validation. Issuance and mailing of the citation wassuccessfully sent to the violator and ultimately the violation payment was received.
A NOL is issued to the vehicle registrant for each violation showing images of the rear ofthe vehicle passing the stop line and into the intersection. The NOL, the equivalent of a
parking ticket, charges the vehicle registrant a fine of $50, but points are not assessedagainst their drivers license.The NOL will include information on the vehicles speedthrough the intersection, the date and time of the violation, the duration of the ambersignal prior to turning red and the duration of the red signal prior to the vehicle crossingthe stop line.
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At the time of a photo and video capture, the images of the violations are downloaded bythe vendor. These images are initially reviewed by the vendor to ascertain compliancewith Nassau County business rules and then by County TPVA workers for the issuanceof a NOL. The vendor for the Program provides the construction of the RLC system, themaintenance of the RLC systems, image/video retrieval, the transmission of theimages/video to TPVA, a call center for inbound calls, the mailing of the NOLs upon
TPVA certification and approval, additional correspondence and some collection of thefines for the program. For 2014, the program contract (includes collection contract)expenses were $8.1m.
*Side impact crashes fall within two categories; the T-bone/90 degree crash andthose that are a result of passing/sideswipes. The overall number of side impactcrashes has been reduced as drivers are recognizing the yellow signal to prepare to
stop and by not entering intersections after the red signal is displayed. Head Oncrashes have also seen an overall reduction since the implementation of the
program. The nature of Other crashes are those that have not been coded oncrash reports. While an increase of 2% in overall accidents was observed from thefourth year of the program to the fifth year, it is believed that the main increase isdue to the other category. Many accident reports that are self-reported, fail tocategorize properly the type of impact. If not properly coded, it falls into the othercategory.
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Appendix A - 2014 Events Captured and Violations Issued
TOWN INTERSECTION EVENTSVIOLATIONS
ISSUED
Baldwin Merrick Rd @ Milburn Ave 5,425 3,244
Baldwin Grand Ave @ Merrick Rd 3,777 1,711
Baldwin Grand Ave @ Demott Ave 14,120 11,652
Baldwin Sunrise Hwy @ Grand Ave 35,593 6,604
Bellmore Bellmore Ave @ Merrick Rd 4,596 3,414
Bellmore Bellmore Ave @ Newbridge Rd 4,887 2,721
Bellmore Bellmore Ave @ Sunrise Hwy/NY 25 27,349 9,920
Bethpage Central Ave @ Stewart Ave 4,993 3,111
Carle Place Glen Cove Rd @ Old Country Rd 9,686 6,620
Carle Place Glen Cove Rd @ Westbury Ave 13,632 7,630
Carle Place Old Country Rd. @ Ellison Ave./ Merchant Concourse 12,042 5,958
Carle Place Old Country Rd.@ East Gate Blvd./ Mitchell Ave. 11,463 7,874
Carle Place Merchant Concourse/ Endo Blvd @ Stewart Ave. 36,075 18,404
Cedarhurst Cedarhurst Ave @ W Broadway 3,790 977
East Garden City Old Country Rd @ Ring Rd 49,466 37,735
East Garden City Quentin Roosevelt Blvd @Stewart Ave 50,613 18,634
East Meadow Hempstead Tpke @ Merrick Ave 6,164 2,025
East Meadow Hempstead Tpke @ Newbridge Rd 3,613 1,269
East Rockaway Atlantic Ave @ Ocean Ave 4,290 2,419
Elmont Elmont Rd. @Linden Blvd. 21,706 13,403
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Elmont Elmont Rd. @ Dutch Broadway 28,258 9,212
Glen Cove Cottage Row/North Ln@Brewster St/Forrester Ave 5,516 3,552
Glen Cove Forest Ave @ Desoris Way 5,014 3,110
Greenvale Glen Cove Road @ Northern Blvd 11,138 3,105
Hewlett Mill Rd @ Peninsula Blvd 5,176 1,377
Hicksville Broadway/Hicksville Rd @ Old Country Rd 9,388 4,120
Hicksville Old Country Rd @ Jerusalem Ave 8,559 5,039
Hicksville N Broadway @ Nevada St 5,158 3,281
Hicksville/Plainview Old Country Rd @ S Oyster Bay Rd 9,132 5,792
Hicksville/Plainview S. Oyster Bay Rd and Woodbury Rd 7,339 4,901
Inwood/Lawrence Nassau Expy @ Rockaway Tpke 2,766 1,343
Inwood/Lawrence Burnside Ave @ Nassau Expy 8,230 3,600
Inwood/Lawrence Rockaway Tpke @ Bay Blvd/Peninsula Blvd 25,301 13,232
Island Park Austin Blvd @ Long Beach Rd/Empire Blvd 6,691 3,527
Jericho Brush Hollow Rd @ Jericho Tpke 10,093 4,930
Lake Success Lakeville Rd @ Marcus Ave 17,193 11,248
Levittown Old Jerusalem Rd @ Wantagh Ave 6,747 2,115
Levittown Hempstead Tpke @ Wantagh Ave 3,322 656
Levittown Gardiners Ave @ Hempstead Tpke 2,681 866
Manhasset Searingtown Rd @ Northern Blvd 8,914 5,865
Manhasset Northern Blvd @ Shelter Rock Rd 10,518 2,386
Manhasset Community Dr @ Northern Blvd. 12,701 4,393
Massapequa Park Sunrise Hwy @ Unqua Rd 7,655 1,604
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Massapequa Park Merrick Rd @ Park Blvd/Harbor Ln 3,329 2,171
Massapequa Hicksville Rd. @ Merrick Rd. 22,328 7,282
Merrick Merrick Rd @ Merrick Ave 4,515 3,225
Mineola Mineola Blvd @ Jericho Tpke/NY 25 19,670 5,844
New Hyde Park New Hyde Park Rd @ Marcus Ave 6,726 3,449
New Hyde Park Lakeville Rd @ Union Tpke 13,933 5,393
New Hyde Park New Hyde Park Rd @ Union Tpke 6,201 2,960
New Hyde Park Marcus Ave/Denton @ Hillside Ave 23,631 6,999
Oceanside Atlantic Ave @ Lawson Blvd/Rockaway Ave 20,495 6,193
Oceanside Daly Blvd @ Long Beach Rd 8,560 5,314
Oceanside Long Beach Rd @ Mott St 11,316 6,000
Oceanside Long Beach Rd @ Windsor Pkwy 1,351 1,045
Old Westbury Guinea Woods Rd @ Jericho Tpke 16,458 4,981
Old Westbury Guinea Woods Rd/Glen Cove Rd @ I U Willets 12,394 9,816
Plainview Manetto Hill/Plainview Rd. @ Old Country Rd. 28,836 6,512
Rockville Centre Lakeview Ave @ Peninsula Blvd 19,227 15,035
Syosset Jericho Tpke @ Underhill Blvd 18,669 3,358
Syosset S Wood Rd. @ Syosset Woodbury Rd. 12,440 3,121
Uniondale Charles Lindberg Blvd @ Earle Ovington Blvd 10,557 4,789
Uniondale Jerusalem Ave @ Uniondale Ave 7,695 3,433
Uniondale Earle Ovington @ Hempstead Tpke 5,446 1,856
Uniondale Nassau Rd @ Uniondale Ave/Brookside 14,157 6,857
Wantagh Sunrise Hwy @ Wantagh Ave 2,575 1,388
Westbury Salisbury Park Dr/School St @ Old Country Rd 10,653 6,990
Westbury Post Ave/Merrick Ave @ Old Country Rd 6,900 2,291
Westbury Merrick Ave @ Stewart Ave/Park Blvd 8,991 6,846
West Hempstead Hempstead Tpke @ Nassau Blvd 3,668 1,545
Woodbury Jericho Tpke @ Woodbury Rd. 33,482 13,068
Woodmere Peninsula Blvd@ Woodmere Blvd 4,688 2,925
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Appendix B - Crash Data
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Oceanside Atlantic Ave @ Law son Blvd / Rockaw ay Ave 8/6/2009 Rear End 20 20 16 13 9 5 -75.00%
Side 6 5 6 8 6 6 0.00%
Head On 2 2 3 2 0 0 -100.00%
Other 2 1 3 3 6 8 300.00%
TOTAL 30 28 28 26 21 19 -36.67%
INJURIES 7 7 9 7 6 3 -57.14%
Bethpage Central Ave @ Stew art Ave 8/8/2009 Rear End 8 9 6 6 7 2 -75.00%
Side 5 3 1 2 3 4 -20.00%
Head On 1 0 1 1 0 1 0.00%
Other 2 3 1 2 3 3 50.00%
TOTAL 16 15 9 11 13 10 -37.50%
INJURIES 4 8 6 3 3 3 -25.00%
Bellmore Bellmore Ave @ Merrick Rd 8/14/2009 Rear End 6 6 6 6 2 5 -16.67%
Side 3 3 3 4 4 6 100.00%
Head On 1 1 0 1 0 0 -100.00%
Other 3 2 2 2 3 3 0.00%
TOTAL 13 12 11 13 9 14 7.69%
INJURIES 6 6 5 8 5 12 100.00%
Merrick Merrick Rd @ S Merrick Ave 8/16/2009 Rear End 9 9 6 5 5 5 -44.44%
Side 5 4 3 4 6 2 -60.00%
Head On 2 1 1 3 0 0 -100.00%
Other 3 2 4 4 4 5 66.67%
TOTAL 19 16 14 16 15 12 -36.84%
INJURIES 7 11 5 7 7 1 -85.71%
Baldw in Merrick Rd @ Milburn Ave 8/16/2009 Rear End 5 14 9 2 4 2 -60.00%
Side 10 3 2 1 2 4 -60.00%
Head On 1 0 0 0 0 0 -100.00%
Other 5 2 2 1 2 3 -40.00%
TOTAL 16 17 13 4 8 9 -43.75%
INJURIES 4 4 1 2 1 5 25.00%
Island Park Austin Blvd @ Long Beach Rd 9/4/2009 Rear End 14 10 7 7 11 8 -42.86%
Side 2 1 0 2 2 4 100.00%
Head On 0 0 1 2 0 0 0.00%
Other 3 2 3 5 6 5 66.67%
TOTAL 19 13 11 16 19 17 -10.53%
INJURIES 11 9 10 10 9 6 -45.45%
Bellmore Bellmore Ave @ New bridge Rd 9/4/2009 Rear End 8 7 7 11 6 5 -37.50%
Side 3 2 0 1 7 3 0.00%
Head On 2 1 2 1 1 0 -100.00%
Other 4 2 0 2 0 3 -25.00%
TOTAL 13 10 9 15 14 11 -15.38%
INJURIES 6 8 6 4 6 5 -16.67%
Hicksville Broadw ay / Hicksville Rd @ Old Country Rd 9/4/2009 Rear End 28 22 15 12 8 10 -64.29%
Side 12 13 6 11 15 17 41.67%
Head On 3 2 4 3 1 0 -100.00%
Other 7 8 4 9 9 6 -14.29%
TOTAL 50 45 29 35 33 33 -34.00%
INJURIES 17 15 20 12 15 17 0.00%
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Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Uniondale Charles Lindbergh Blvd EB @ Earle Ovington Blvd 9/4/2009 Rear End 19 28 20 12 7 7 -63.16%
Side 26 15 10 6 7 12 -53.85%
Head On 3 4 1 0 0 1 -66.67%
Other 13 10 10 9 15 6 -53.85%
TOTAL 61 57 41 27 29 26 -57.38%
INJURIES 20 14 12 5 6 11 -45.00%
Oceanside Daly Blvd @ Long Beach Rd 9/4/2009 Rear End 25 25 20 11 10 9 -64.00%
Side 5 4 3 9 8 14 180.00%
Head On 0 2 2 1 2 0 0.00%
Other 3 3 3 7 2 8 166.67%
TOTAL 33 34 28 28 22 31 -6.06%
INJURIES 12 12 10 9 7 8 -33.33%
Baldw in Grand Ave @ Merrick Rd 9/4/2009 Rear End 23 18 13 9 12 11 -52.17%
Side 8 5 4 6 4 9 12.50%
Head On 2 1 2 0 1 0 -100.00%
Other 5 4 4 7 4 4 -20.00%
TOTAL 38 28 23 22 21 24 -36.84%
INJURIES 13 11 9 9 10 9 -30.77%
Hicksville Jerusalem Ave @ W Old Country Rd 9/4/2009 Rear End 15 13 10 8 5 4 -73.33%
Side 14 5 4 6 6 4 -71.43%
Head On 1 2 2 1 1 0 -100.00%
Other 5 6 5 1 5 3 -40.00%
TOTAL 35 26 21 16 17 11 -68.57%
INJURIES 13 10 9 8 8 2 -84.62%
Oceanside Long Beach Rd @ Mott St 9/4/2009 Rear End 13 13 12 8 10 9 -30.77%
Side 7 3 3 6 2 7 0.00%
Head On 1 1 0 0 0 0 -100.00%
Other 4 5 3 4 4 4 0.00%
TOTAL 25 22 18 18 16 20 -20.00%
INJURIES 10 11 8 8 6 7 -30.00%
Massapequa Merrick Rd @ Park Blvd / Harbor Ln 9/4/2009 Rear End 11 9 7 7 3 4 -63.64%
Side 2 2 2 2 6 4 100.00%
Head On 1 0 1 1 0 0 -100.00%
Other 2 1 1 2 3 2 0.00%
TOTAL 16 12 11 12 12 10 -37.50%
INJURIES 9 8 4 5 5 3 -66.67%
Inw ood/Law ernce Nassau Expy @ Rockaw ay Tpke 9/4/2009 Rear End 18 23 27 10 18 8 -55.56%
Side 5 2 2 2 4 11 120.00%
Head On 0 0 2 2 0 0 0.00%
Other 4 0 2 12 3 4 0.00%
TOTAL 27 25 33 26 25 23 -14.81%
INJURIES 14 12 15 12 12 8 -42.86%
Hicksville/Plainview Old Country Rd @ S Oyster Bay Rd 9/4/2009 Rear End 16 17 14 10 12 17 6.25%
Side 13 13 8 13 13 15 15.38%
Head On 1 2 1 2 1 1 0.00%
Other 3 3 6 7 14 5 66.67%
TOTAL 33 35 29 32 40 38 15.15%
INJURIES 16 14 15 14 14 16 0.00%
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Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Levittow n Old Jerusalem Rd @ Wantagh Ave 9/4/2009 Rear End 9 14 15 7 14 5 -44.44%
Side 12 4 7 11 8 15 25.00%
Head On 2 1 0 0 0 0 -100.00%
Other 5 2 2 3 5 6 20.00%
TOTAL 28 21 24 21 27 26 -7.14%
INJURIES 12 10 11 10 14 16 33.33%
Woodmere Peninsula Blvd @ Woodmere Blvd 9/4/2009 Rear End 9 6 9 5 6 2 -77.78%
Side 4 2 2 3 2 8 100.00%
Head On 1 0 1 1 1 0 -100.00%
Other 2 2 1 2 2 0 -100.00%
TOTAL 16 10 13 11 11 10 -37.50%
INJURIES 8 6 7 5 3 2 -75.00%
East Rockaw ay Atlantic Ave @ Ocean Ave 11/19/2009 Rear End 13 10 6 8 7 5 -61.54%
Side 3 3 4 3 2 7 133.33%
Head On 2 1 1 0 0 0 -100.00%
Other 3 3 2 2 6 1 -66.67%
TOTAL 21 17 13 13 15 13 -38.10%
INJURIES 9 7 5 6 8 7 -22.22%
East Garden City Old Country Rd @ Ring Rd 11/19/2009 Rear End 31 60 40 21 24 20 -35.48%
Side 12 20 12 24 10 22 83.33%
Head On 1 3 1 1 0 0 -100.00%
Other 5 8 7 10 15 6 20.00%
TOTAL 49 91 60 56 49 48 -2.04%
INJURIES 23 37 27 26 10 8 -65.22%
Westbury Merrick Ave @ Stew art Ave / Park Blvd 1/4/2010 Rear End 16 12 13 6 12 13 -18.75%
Side 11 7 4 10 6 17 54.55%
Head On 2 1 0 0 0 0 -100.00%
Other 3 4 1 5 2 13 333.33%
TOTAL 32 24 18 21 20 43 34.38%
INJURIES 13 11 9 10 7 16 23.08%
Hew lett Mill Rd @ Peninsula Blvd 1/4/2010 Rear End 21 22 23 17 16 8 -61.90%
Side 8 8 4 6 9 11 37.50%
Head On 2 1 0 1 0 0 -100.00%
Other 5 3 3 7 5 10 100.00%
TOTAL 36 34 30 31 30 29 -19.44%
INJURIES 20 19 18 18 16 11 -45.00%
Westbury Old Country Rd @ Post Ave / Merrick Ave 1/4/2010 Rear End 48 43 46 39 32 44 -8.33%
Side 17 15 9 10 7 13 -23.53%
Head On 1 2 0 1 1 0 -100.00%
Other 7 4 2 7 5 3 -57.14%
TOTAL 73 64 57 57 45 60 -17.81%
INJURIES 24 22 20 20 16 13 -45.83%
Westbury Old Country Rd @ Salisbury Park Dr / School St 1/4/2010 Rear End 39 24 21 11 11 13 -66.67%
Side 6 7 3 6 2 5 -16.67%
Head On 2 0 0 1 1 1 -50.00%
Other 2 1 1 4 4 4 100.00%
TOTAL 49 32 25 22 18 23 -53.06%
INJURIES 17 11 8 6 8 10 -41.18%
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Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
New Hyde Park Marcus Ave @ New Hyde Park Rd 1/19/2010 Rear End 43 40 26 25 24 10 -76.74%
Side 23 20 10 12 13 27 17.39%
Head On 2 0 1 2 0 2 0.00%
Other 6 5 4 10 4 9 50.00%
TOTAL 74 65 41 49 41 48 -35.14%
INJURIES 25 22 13 16 12 11 -56.00%
Carle Place Glen Cove Rd @ Old Country Rd 3/8/2010 Rear End 21 13 10 9 23 14 -33.33%
Side 10 4 5 7 5 9 -10.00%
Head On 2 0 0 1 0 0 -100.00%
Other 5 1 2 5 6 5 0.00%
TOTAL 38 18 17 22 34 28 -26.32%
INJURIES 13 12 10 12 11 10 -23.08%
Carle Place Glen Cove Rd @ Westbury Ave 7/2/2010 Rear End 22 22 15 14 11 5 -77.27%
Side 10 8 6 8 10 11 10.00%
Head On 4 2 1 1 1 0 -100.00%
Other 6 3 3 7 2 3 -50.00%
TOTAL 42 35 25 30 24 19 -54.76%
INJURIES 17 12 9 11 14 11 -35.29%
Old Westbury Guinea Woods Rd / Glen Cove Rd @ IU Willets Rd 7/2/2010 Rear End 12 14 12 5 6 6 -50.00%
Side 14 11 8 12 11 7 -50.00%
Head On 2 1 1 2 1 0 -100.00%
Other 5 2 2 7 8 5 0.00%
TOTAL 33 28 23 26 26 18 -45.45%
INJURIES 12 11 8 9 14 7 -41.67%
East Meadow Hempstead Tpk @ Merrick Ave 7/2/2010 Rear End 15 16 19 15 15 9 -40.00%
Side 6 6 4 4 2 9 50.00%
Head On 1 0 1 0 0 2 100.00%
Other 3 1 2 1 3 3 0.00%
TOTAL 25 23 26 20 20 23 -8.00%
INJURIES 9 8 8 7 9 8 -11.11%
East Meadow Hempstead Tpk @ New bridge Rd 7/2/2010 Rear End 26 26 25 23 15 12 -53.85%
Side 5 5 5 4 13 10 100.00%
Head On 1 0 0 1 0 0 -100.00%
Other 6 2 3 6 6 4 -33.33%
TOTAL 38 33 33 34 34 26 -31.58%
INJURIES 22 19 16 15 17 7 -68.18%
Uniondale Jerusalem Ave @ Uniondale Ave 7/2/2010 Rear End 21 16 12 13 17 10 -52.38%
Side 17 10 10 9 11 8 -52.94%
Head On 2 1 0 1 0 2 0.00%
Other 5 5 3 4 4 7 40.00%
TOTAL 45 32 25 27 32 27 -40.00%
INJURIES 16 11 9 10 10 11 -31.25%
New Hyde Park Lakeville Rd @ Union Tpke 7/2/2010 Rear End 13 10 8 7 7 9 -30.77%
Side 9 5 5 5 1 2 -77.78%
Head On 1 0 0 0 0 0 -100.00%
Other 6 1 1 4 4 4 -33.33%
TOTAL 29 16 14 16 12 15 -48.28%
INJURIES 11 9 9 8 4 6 -45.45%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
14/23
2014-2015 PROGRAM REVIEW
13 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Levittow n Hempstead Tpk @ Wantagh Ave 9/24/2010 Rear End 32 26 28 22 22 16 -50.00%
Side 8 8 6 11 4 12 50.00%
Head On 2 1 0 0 1 0 -100.00%
Other 4 3 3 6 6 9 125.00%
TOTAL 46 38 37 39 33 37 -19.57%
INJURIES 19 15 15 14 14 12 -36.84%
New Hyde Park Lakeville Rd @ Marcus Ave 9/24/2010 Rear End 33 26 22 21 16 13 -60.61%
Side 8 6 12 8 16 15 87.50%
Head On 2 0 1 2 1 0 -100.00%
Other 2 2 1 6 3 10 400.00%
TOTAL 45 34 36 37 36 38 -15.56%
INJURIES 15 12 13 13 13 17 13.33%
New Hyde Park New Hyde Park Rd @ Union Tpk 9/24/2010 Rear End 23 19 18 15 10 6 -73.91%
Side 8 7 5 4 2 8 0.00%
Head On 1 2 0 0 0 0 -100.00%
Other 2 0 1 3 4 6 200.00%
TOTAL 34 28 24 22 16 20 -41.18%
INJURIES 23 16 14 13 1 4 -82.61%
Hicksville N Broadw ay @ Nevada St 10/14/2010 Rear End 12 10 9 8 12 5 -58.33%
Side 5 4 3 4 4 4 -20.00%
Head On 1 0 1 0 0 0 -100.00%
Other 2 3 1 0 1 4 100.00%
TOTAL 20 17 14 12 17 13 -35.00%
INJURIES 7 6 6 6 2 3 -57.14%
Uniondale Earle Ovington Blvd / Uniondale Ave @ Hempstead Tpk 11/5/2010 Rear End 29 24 21 22 22 11 -62.07%
Side 9 8 9 9 6 14 55.56%
Head On 2 1 0 0 0 0 -100.00%
Other 3 1 2 6 4 3 0.00%
TOTAL 43 34 32 37 32 28 -34.88%
INJURIES 21 17 16 18 9 16 -23.81%
Massapequa Sunrise Hw y @ Unqua Rd / Park Ln 11/5/2010 Rear End 16 13 14 12 7 8 -50.00%
Side 8 5 4 2 5 6 -25.00%
Head On 2 1 0 0 0 0 -100.00%
Other 2 2 1 1 3 2 0.00%
TOTAL 28 21 19 15 15 16 -42.86%
INJURIES 12 9 8 8 9 10 -16.67%
Old Westbury Guinea Woods Rd / Glen Cove Rd @ Jericho Tpk 11/23/2010 Rear End 17 14 13 9 13 20 17.65%
Side 8 5 4 6 2 10 25.00%
Head On 3 0 1 0 0 0 -100.00%
Other 2 3 2 1 5 4 100.00%
TOTAL 30 22 20 16 20 34 13.33%
INJURIES 14 12 9 8 6 5 -64.29%
Greenvale Glen Cove Rd @ Northern Blvd 12/16/2010 Rear End 36 28 25 16 16 18 -50.00%
Side 22 17 14 13 9 9 -59.09%
Head On 5 3 3 1 1 0 -100.00%
Other 5 5 2 6 3 11 120.00%
TOTAL 68 53 44 36 29 38 -44.12%
INJURIES 31 24 20 18 14 5 -83.87%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
15/23
2014-2015 PROGRAM REVIEW
14 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Manhasset Northern Blvd @ Shelter Rock Rd 1/6/2011 Rear End 10 8 7 14 10 0.00%
Side 8 6 3 3 5 -37.50%
Head On 1 0 0 0 0 -100.00%
Other 2 3 5 3 4 100.00%
TOTAL 21 17 15 20 19 -9.52%
INJURIES 8 6 6 3 6 -25.00%
Levitow n Gardiners Ave/Jerusalem Ave @ Hempstead Tpke 1/6/2011 Rear End 18 17 15 23 15 -16.67%
Side 14 12 7 6 11 -21.43%
Head On 2 0 1 0 0 -100.00%
Other 3 4 2 5 4 33.33%
TOTAL 37 33 25 34 30 -18.92%
INJURIES 13 12 9 12 6 -53.85%
Inw ood/Law rence Burnside Ave @ Nassau Expressw ay/Rt 878 1/6/2011 Rear End 15 19 15 15 14 -6.67%
Side 8 8 11 1 8 0.00%
Head On 1 0 0 0 0 -100.00%
Other 2 2 4 5 5 150.00%
TOTAL 26 29 30 21 27 3.85%
INJURIES 10 13 14 9 5 -50.00%
Manhasset Northern Blvd@ Searingtow n Rd/ Pt Washington Blvd 1/20/2011 Rear End 22 18 17 13 10 -54.55%
Side 14 12 6 5 13 -7.14%
Head On 2 3 0 0 0 -100.00%
Other 4 6 3 3 4 0.00%
TOTAL 42 39 26 21 27 -35.71%
INJURIES 23 17 16 14 8 -65.22%
Hicksville/Plainview South Oyster Bay Rd @ Woodbury Rd 1/24/2011 Rear End 16 13 15 14 14 -12.50%
Side 12 9 11 10 12 0.00%
Head On 1 0 0 1 1 0.00%
Other 4 1 1 4 2 -50.00%
TOTAL 33 23 27 29 29 -12.12%
INJURIES 8 8 7 8 13 62.50%
West Hempstead Hempstead Tpke @ Nassau Blvd 1/24/2011 Rear End 21 16 13 10 11 -47.62%
Side 13 10 8 9 9 -30.77%
Head On 3 1 1 1 0 -100.00%
Other 3 3 8 2 1 -66.67%
TOTAL 40 30 30 22 21 -47.50%
INJURIES 15 17 15 7 8 -46.67%
Jericho Brush Hollow Rd/Cantague Rock Rd @ Jericho Tpke 3/10/2011 Rear End 22 15 13 10 9 -59.09%
Side 15 11 7 6 7 -53.33%
Head On 3 2 0 1 0 -100.00%
Other 4 3 10 5 1 -75.00%
TOTAL 44 31 30 22 17 -61.36%
INJURIES 4 3 3 3 3 -25.00%
Syosset Jericho Tpke @ Underhill Blvd 3/31/2011 Rear End 10 11 12 11 7 -30.00%
Side 13 8 6 3 4 -69.23%
Head On 2 1 0 0 1 -50.00%
Other 3 3 3 3 5 66.67%
TOTAL 28 23 21 17 17 -39.29%
INJURIES 7 3 3 5 7 0.00%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
16/23
2014-2015 PROGRAM REVIEW
15 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Rockville Centre Lakeview Ave @ Peninsula Blvd 3/31/2011 Rear End 14 13 9 10 13 -7.14%
Side 5 2 2 2 1 -80.00%
Head On 1 0 0 0 1 0.00%
Other 2 3 6 6 4 100.00%
TOTAL 22 18 17 18 19 -13.64%
INJURIES 17 16 11 9 12 -29.41%
Wantagh Sunrise Highw ay @ Wantagh Ave 3/31/2011 Rear End 15 14 6 15 15 0.00%
Side 9 5 8 6 7 -22.22%
Head On 3 1 0 1 0 -100.00%
Other 3 5 6 4 1 -66.67%
TOTAL 30 25 20 26 23 -23.33%
INJURIES 9 8 6 8 5 -44.44%
Elmont Elmont Rd @ Linden Blvd 10/17/2012 Rear End 13 19 18 18 38.46%
Side 13 11 14 13 0.00%
Head On 0 0 0 1 100.00%
Other 5 8 6 2 -60.00%
TOTAL 31 38 38 34 9.68%
INJURIES 15 15 17 12 -20.00%
Elmont Elmont Rd @ Dutch Broadw ay 10/18/2012 Rear End 6 10 7 6 0.00%
Side 8 11 16 13 62.50%
Head On 2 1 0 0 100.00%
Other 6 7 6 5 -16.67%
TOTAL 22 29 29 24 9.09%
INJURIES 9 12 11 15 66.67%
Syosset S Woods Rd @ Syosset Woodbury Rd 10/23/2012 Rear End 5 4 7 1 -80.00%
Side 2 4 1 3 50.00%
Head On 0 0 0 0 0.00%
Other 3 3 5 3 0.00%
TOTAL 10 11 13 7 -30.00%
INJURIES 3 5 4 2 -33.33%
Baldw in Grand Ave @ Demott Ave 10/24/2012 Rear End 2 0 4 3 50.00%
Side 3 5 0 4 33.33%
Head On 0 0 0 0 0.00%
Other 4 2 1 0 -100.00%
TOTAL 9 7 5 7 -22.22%
INJURIES 9 8 1 1 -88.89%
East Garden City Quentin Roosevelt Blvd @ Stew art Ave 10/24/2012 Rear End 11 14 14 13 18.18%
Side 6 9 8 18 200.00%
Head On 0 0 0 2 100.00%
Other 8 10 10 4 -50.00%
TOTAL 25 33 32 37 48.00%
INJURIES 10 12 13 6 -40.00%
Carle Place Old Country Rd @ E Gate Blvd/Mitchell Ave 10/25/2012 Rear End 4 6 2 4 0.00%
Side 5 5 5 5 0.00%
Head On 0 0 0 0 0.00%
Other 2 2 2 0 -100.00%
TOTAL 11 13 9 9 -18.18%
INJURIES 2 0 0 1 -50.00%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
17/23
2014-2015 PROGRAM REVIEW
16 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Carle Place Old Country Rd @ Ellison Ave/Merchants Concourse 12/16/2012 Rear End 6 4 5 6 0.00%
Side 12 2 8 7 -41.67%
Head On 0 0 0 0 0.00%
Other 5 4 1 4 -20.00%
TOTAL 23 10 14 17 -26.09%
INJURIES 12 4 5 7 -41.67%
Plainview Manetto Hill Rd / Plainview Rd @ Old Country Rd 12/23/2012 Rear End 15 12 16 11 -26.67%
Side 15 23 15 25 66.67%
Head On 0 1 0 0 100.00%
Other 3 5 7 5 66.67%
TOTAL 33 41 38 41 24.24%
INJURIES 4 15 8 14 250.00%
Uniondale Nassau Rd @ Uniondale Ave/Brookside Ave 3/15/2013 Rear End 8 11 11 37.50%
Side 17 10 16 -5.88%
Head On 0 1 0 1.00%
Other 6 5 3 -50.00%
TOTAL 31 27 30 -3.23%
INJURIES 15 12 5 -66.67%
Inw ood/Law rence Peninsula Blvd / Bay Blvd @ Rockaw ay Tpke 3/15/2013 Rear End 25 25 19 -24.00%
Side 32 31 39 21.88%
Head On 0 0 1 1.00%
Other 8 12 7 -12.50%
TOTAL 65 68 66 1.54%
INJURIES 25 19 15 -40.00%
Woodbury Jericho Tpk @ Woodbury Rd 3/20/2013 Rear End 10 12 6 -40.00%
Side 8 16 14 75.00%
Head On 0 0 0 0.00%
Other 1 3 5 400.00%
TOTAL 19 31 25 31.58%
INJURIES 5 10 8 60.00%
Carle Place Merchants Concourse / Endo Blvd @ Stew art Ave 3/27/2013 Rear End 5 18 12 140.00%
Side 16 23 23 43.75%
Head On 0 0 1 100.00%
Other 7 2 3 -57.14%
TOTAL 28 43 39 39.29%
INJURIES 10 15 14 40.00%
Manhasset Community Dr @ Northern Blvd 4/9/2013 Rear End 13 20 11 -15.38%
Side 10 16 16 60.00%
Head On 0 0 0 0.00%
Other 4 6 5 25.00%
TOTAL 27 42 32 18.52%
INJURIES 10 18 9 -10.00%
Glen CoveBrew ster St/Forest Ave/School St @ Cottage Row/North
Ln5/10/2013 Rear End 3 1 2 -33.33%
Side 1 0 1 0.00%
Head On 0 0 0 0.00%
Other 1 4 2 100.00%
TOTAL 5 5 5 0.00%
INJURIES 3 4 3 0.00%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
18/23
2014-2015 PROGRAM REVIEW
17 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
After
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
% Change
Current
Year from
Pre-
Installation
Cedarhurst Cedarhurst Ave @ W Broadw ay 5/30/2013 Rear End 3 2 1 -66.67%
Side 5 5 8 60.00%
Head On 0 0 0 0.00%
Other 1 2 0 -100.00%
TOTAL 9 9 9 0.00%
INJURIES 5 5 2 -60.00%
Massapequa Hicksville Rd @ Merrick Rd 5/31/2013 Rear End 4 11 3 -25.00%
Side 8 5 5 -37.50%
Head On 0 0 0 0.00%
Other 4 0 3 -25.00%
TOTAL 16 16 11 -31.25%
INJURIES 4 3 1 -75.00%
Baldw in Grand Ave @ Sunrise Hw y / Rt 27 9/6/2013 Rear End 13 10 9 -30.77%
Side 8 9 7 -12.50%
Head On 0 0 0 0.00%
Other 6 9 5 -16.67%
TOTAL 27 28 21 -22.22%
INJURIES 14 7 10 -28.57%
New Hyde Park Hillside Ave @ Marcus Ave/ Denton Ave 10/11/2013 Rear End 3 10 8 166.67%
Side 14 6 8 -42.86%
Head On 0 0 0 0.00%
Other 5 1 5 0.00%
TOTAL 22 17 21 -4.55%
INJURIES 1 3 4 300.00%
Mineola Jericho Tpk / NY 25 @ Mineola Blvd 2/11/2014 Rear End 14 9 -35.71%
Side 9 10 11.11%
Head On 0 0 0.00%
Other 0 2 0.00%
TOTAL 23 21 -8.70%
INJURIES 4 8 100.00%
Glen Cove Dosoris Way/Dosoris Ln @ Forest Ave 4/2/2014 Rear End 1 0 -100.00%
Side 2 0 -100.00%
Head On 0 0 0.00%
Other 0 3 0.00%
TOTAL 3 3 0.00%
INJURIES 1 1 0.00%
Bellmore Bellmore Ave @ Sunrise Hw y 4/8/2014 Rear End 10 16 60.00%
Side 11 8 -27.27%
Head On 0 0 0.00%
Other 6 4 -33.33%
TOTAL 27 28 3.70%
INJURIES 17 11 -35.29%
Oceanside Long Beach Rd @ Windsor Pkw y 12/11/2014 Rear End 4 11 175.00%
Side 14 9 -35.71%
Head On 0 0 0.00%
Other 2 3 50.00%
TOTAL 20 23 15.00%
INJURIES 8 5 -37.50%
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
19/23
2014-2015 PROGRAM REVIEW
18 | P a g e
Tow n Intersection Date Installed Type of Crash
Crashes
Prior to
Installation
Crashes
First Year
Af ter
Instalation
Crashes
Second
Year After
Installation
Crashes
Third Year
After
Installation
Crashes
Fourth
Year After
Installation
Crashes
Fifth Year
Af ter
Installation
Rear End 1136 1120 922 684 605 393
Side 699 579 485 413 332 381
ALL YEARS Head On 88 51 40 43 18 10
Other 281 250 229 253 224 204
TOTAL 2195 1996 1676 1393 1179 988
INJURIES 862 793 652 546 434 342
TOTAL OF ALL LOCATIONS
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7/25/2019 Nassau County Red Light Camera 2014-2015 Report Final
20/23
2014-2015 PROGRAM REVIEW
19 | P a g e
Appendix C - Year Over Year Data for Events Captured and Violations Issued
2009
2009
2010
2010
2011
20
11
2012
2012
2013
2013
2014
2014
TOWN
INTERSECTION
EVENTS
CAPTURED
VIOLAT
IONS
ISSU
ED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATION
S
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
Baldwin
MerrickRd@MilburnAve
2,574
1,339
8,554
5,517
8,392
5,574
7,690
5,009
6,458
4,182
5,425
3,244
Baldwin
GrandAve@M
errickRd
2,034
1,184
7,616
4,685
8,912
4,381
6,176
3,576
5,283
2,788
3,777
1,711
Baldwin
GrandAve@D
emottAve
4,991
3,637
23,940
17,732
14,120
11,652
Baldwin
SunriseHwy@
GrandAve
9,975
3,171
35,593
6,604
Bellmore
BellmoreAve@
MerrickRd
6,996
5,414
12,891
9,845
7,835
5,631
5,057
4,210
6,865
4,883
4,596
3,414
Bellmore
BellmoreAve@
NewbridgeRd
6,835
4,787
18,674
12,278
14,254
9,073
10,350
5,723
8,094
4,997
4,887
2,721
Bellmore
BellmoreAve@
SunriseHwy/NY25
27,349
9,920
Bethpage
CentralAve@S
tewardAve
9,952
5,391
17,711
9,423
8,694
4,606
6,463
3,588
5,958
3,320
4,993
3,111
CarlePlace
GlenCoveRd@O
ldCountryRd
2,798
1,623
13,144
8,986
11,833
8,051
9,997
6,852
9,686
6,620
CarlePlace
GlenCoveRd@WestburyAve
18,846
12,903
16,336
10,884
18,203
12,488
13,632
7,630
CarlePlace
OldCountryRd
.@E
llisonAve./MerchantConcourse
245
73
12,155
5,345
12,042
5,958
CarlePlace
OldCountryRd
.@EastGateBlvd./MitchellAve.
2,082
1,374
13,011
10,200
11,463
7,874
CarlePlace
MerchantConc
ourse/EndoBlvd@S
tewartAve.
21,817
15,707
36,075
18,404
Cedarhurst
CedarhurstAve
@WBroadway
2,778
740
3,790
977
EastGardenCity
OldCountryRd
@R
ingRd
9,033
6,125
32,158
23,244
28,320
19,564
38,262
26,842
38,476
28,403
49,466
37,735
EastGardenCity
QuentinRoose
veltBlvd@StewartAve
10,000
2,196
90,457
27,405
50,613
18,634
EastMeadow
HempsteadTpke@MerrickAve
11,997
4,627
7,285
2,925
8,442
3,215
6,164
2,025
EastMeadow
HempsteadTpke@NewbridgeRd
12,841
2,298
6,759
1,746
8,954
1,808
3,613
1,269
EastRockaway
AtlanticAve@
OceanAve
1,195
883
6,002
4,596
10,474
7,518
9,990
5,998
9,230
4,400
4,290
2,419
Elmont
ElmontRd.@L
indenBlvd.
14,003
6,667
38,455
22,615
21,706
13,403
Elmont
ElmontRd.@
DutchBroadway
6,502
3,166
29,191
11,760
28,258
9,212
GlenCove
CottageRow/N
orthLn.BrewsterSt./ForresterAve
5,650
3,897
5,516
3,552
GlenCove
ForestAve@DesorisWay
5,014
3,110
Greenvale
GlenCoveRoa
d@NorthernBlvd
14,858
7,510
11,867
4,400
9,811
3,842
11,138
3,105
Hewlett
MillRd@PeninsulaBlvd
7,651
2,132
8,916
3,954
6,407
2,313
6,045
1,858
5,176
1,377
Hicksville
Broadway/Hick
svilleRd@O
ldCountryRd
7,677
5,231
18,179
10,342
9,371
5,418
9,200
5,374
10,276
5,191
9,388
4,120
Hicksville
OldCountryRd
@JerusalemAve
5,384
3,624
15,171
9,815
12,379
7,915
11,657
7,983
10,224
6,479
8,559
5,039
Hicksville
NBroadway@
NevadaSt
11,048
8,118
9,609
7,178
8,275
5,823
5,158
3,281
Hicksville.Plainview
OldCountryRd
@S
OysterBayRd
6,569
4,744
14,240
9,614
15,513
10,001
13,613
8,678
11,913
7,197
9,132
5,792
Hicksville.Plainview
S.OysterBay
RdandWoodburyRd
11,484
6,957
4,808
2,576
8,356
3,792
7,339
4,901
Inwood/Lawrence
NassauExpy@
RockawayTpke
3,292
1,532
6,989
3,079
4,959
1,994
6,816
2,082
7,749
1,604
2,766
1,343
Inwood/Lawrence
BurnsideAve@
NassauExpy
30,981
19,040
15,083
7,863
12,283
6,523
8,230
3,600
Inwood/Lawrence
RockawayTpke@BayBlvd/PeninsulaBlvd
31,196
15,866
25,301
13,232
IslandPark
AustinBlvd@
LongBeachRd/EmpireBlvd
4,966
2,574
10,110
4,569
7,624
3,684
4,880
2,852
5,403
2,904
6,691
3,527
Jericho
BrushHollowR
d@JerichoTpke
14,223
8,821
10,057
5,172
10,665
4,878
10,093
4,930
LakeSuccess
LakevilleRd@
MarcusAve
35,422
22,230
24,176
18,421
19,410
14,295
17,193
11,248
Levittown
OldJerusalem
Rd@WantaghAve
11,159
7,644
22,746
15,106
11,811
7,599
12,166
8,069
7,983
4,795
6,747
2,115
Levittown
HempsteadTpke@WantaghAve
5,348
2,021
2,662
1,081
2,329
878
3,322
656
Levittown
GardinersAve@HempsteadTpke
6,952
4,078
3,663
2,025
3,286
1,299
2,681
866
Manhasset
SearingtownRd@NorthernBlvd
19,691
13,910
13,143
9,360
10,399
7,376
8,914
5,865
Manhasset
NorthernBlvd@
ShelterRockRd
11,465
4,004
8,264
2,375
8,122
2,222
10,518
2,386
Manhasset
CommunityDr
@NorthernBlvd.
15,018
6,245
12,701
4,393
Massapequa
SunriseHwy@
UnquaRd
16,689
7,674
8,974
4,338
8,802
3,053
7,655
1,604
Massapequa
MerrickRd@ParkBlvd/HarborLn
5,172
4,016
10,645
8,063
5,247
3,322
5,011
3,352
5,200
3,390
3,329
2,171
Massapequa
HicksvilleRd.@
MassapequaRd.
24,362
9,196
22,328
7,282
Merrick
MerrickRd@MerrickAve
5,188
4,139
10,688
8,325
9,149
6,297
7,090
4,935
7,287
5,278
4,515
3,225
Mineola
MineolaBlvd@
JerichoTpke/NY25
19,670
5,844
NewHydePark
NewHydeParkRd@MarcusAve
18,488
10,279
24,163
12,854
11,445
6,152
14,266
5,837
6,726
3,449
NewHydePark
LakevilleRd@
UnionTpke
28,112
12,278
18,317
8,918
17,547
7,968
13,933
5,393
NewHydePark
NewHydeParkRd@UnionTpke
14,911
7,910
9,923
5,756
7,164
3,525
6,201
2,960
NewHydePark
MarcusAve/De
nton@H
illsideAve
5,206
2,100
23,631
6,999
Oceanside
AtlanticAve@
LawsonBlvd/RockawayAve
9,619
4,136
17,699
6,972
10,840
4,553
6,912
3,628
9,166
4,951
20,495
6,193
Oceanside
DalyBlvd@Lo
ngBeachRd
7,914
5,339
17,689
9,670
8,615
6,072
6,514
4,672
9,973
6,813
8,560
5,314
Oceanside
LongBeachRd
@MottSt
6,611
3,646
13,891
7,488
7,945
4,859
5,669
3,049
8,378
4,666
11,316
6,000
Oceanside
LongBeachRd
@W
indsorPkwy
1,351
1,045
OldWestbury
GuineaWoods
Rd@JerichoTpke
41,355
25,138
24,313
14,543
15,604
8,341
16,458
4,981
OldWestbury
GuineaWoods
Rd/GlenCoveRd@I
UWillets
15,965
13,037
15,621
10,865
12,959
10,668
12,394
9,816
Plainview
ManettoHill/PlainviewRd.@O
ldCountryRd.
53
18
36,539
9,247
28,836
6,512
RockvilleCentre
LakeviewAve@
PeninsulaBlvd
31,403
24,904
18,337
12,728
27,211
21,454
19,227
15,035
Syosset
JerichoTpke@
UnderhillBlvd
11,545
6,434
12,309
4,394
10,828
3,949
18,669
3,358
Syosset
SWoodRd.@
SyossetWoodburyRd.
1,392
819
7,573
4,780
12,440
3,121
Uniondale
CharlesLindbe
rgBlvd@EarleOvingtonBlvd
6,634
4,269
13,005
7,527
10,428
5,208
10,335
4,925
10,225
4,976
10,557
4,789
Uniondale
JerusalemAve
@UniondaleAve
15,817
10,296
12,078
8,245
9,852
6,033
7,695
3,433
Uniondale
EarleOvington
@HempsteadTpke
12,055
5,859
6,720
3,204
6,097
2,563
5,446
1,856
Uniondale
NassauRd@UniondaleAve/Brookside
16,461
5,524
14,157
6,857
Wantagh
SunriseHwy@
WantaghAve
3,274
1,417
2,964
1,576
3,394
1,824
2,575
1,388
Westbury
SalisburyPark
Dr/SchoolSt@O
ldCountryRd
10,783
6,651
18,757
11,859
16,958
11,253
13,761
9,025
10,653
6,990
Westbury
PostAve/MerrickAve@O
ldCountryRd
12,755
4,990
16,040
7,244
11,559
5,248
11,096
4,560
6,900
2,291
Westbury
MerrickAve@S
tewartAve/ParkBlvd
7,870
6,426
12,491
9,737
12,175
9,272
12,704
10,199
8,991
6,846
WestHempstead
HempsteadTpke@NassauBlvd
19,892
13,248
5,004
6,942
5,004
2,035
3,668
1,545
Woodbury
JerichoTpke@
WoodburyRd.
55,774
17,086
33,482
13,068
Woodmere
PeninsulaBlvd@WoodmereBlvd
4,886
3,535
10,837
7,219
3,014
2,054
5,186
3,630
6,544
4,540
4,688
2,925
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2010 2010 2011 2011 2012 2012 2013 2013 2014 2014
Baldwin Merric k Rd @ M ilburn AveEVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
EVENTS
CAPTURED
VIOLATIONS
ISSUED
Baldwin Grand Ave @ Merric k Rd 232% 312% -2% 1% -8% -10% -16% -17% -16% -22%
Baldwin Grand Ave @ Demott Ave 274% 296% 17% -6% -31% -18% -14% -22% -29% -39%
Baldwin Sunrise Hwy @ Grand Ave 380% 388% -41% -34%
Bellmore Bellmore Ave @ Merrick Rd 257% 108%
B ell more B ell more Ave @ Newbridge Rd 84% 82% -39% -43% -35% -25% 36% 16% -33% -30%
Bethpage Central Ave @ Steward Ave 173% 156% -24% -26% -27% -37% -22% -13% -40% -46%
Carle Place Glen Cove Rd @ Old Country Rd 78% 75% -51% -51% -26% -22% -8% -7% -16% -6%
Carle Place Glen Cove Rd @ Westbury Ave 370% 454% -10% - 10% -16% -15% -3% -3%
Carle Place Old Country Rd. @ Ellison Ave./ Merchant Concourse -13% -16% 1 1% 15% -25% -39%
Carle Place Old Country Rd.@ East Gate Blvd./ Mitchell Ave. 4861% 7222% -1% 11%
Carle Place Merchant Concourse/ Endo Blvd @ Stewart Ave. 525% 642% -12% -23%
Cedarhurs t Cedarhurst Ave @ W Broadway 65% 17%
East Garden Ci ty Old Country Rd @ Ring Rd 36% 32%
East Garden City Quentin Roosevelt Blvd @Stewart Ave 256% 279% -12% -16% 35% 37% 1% 6% 29% 33%
East Meadow Hempstead Tpke @ Merrick Ave -44% -32%
East Meadow Hempstead Tpke @ Newbridge Rd -39% -37% 16% 10% -27% -37%
East Rockaway Atlantic Ave @ Ocean Ave -47% -24% 32% 4% -60% -30%
Elmont Elmont Rd. @Linden Blvd. 402% 420% 75% 64% -5% -20% -8% -27% -54% -45%
Elmont Elmont Rd. @ Dutch Broadway 175% 239% -44% -41%
Glen Cove Cottage Row/North Ln.Brewster St./Forrester Ave 349% 271% -3% -22%
Greenvale Glen Cove Road @ Northern Blvd -2% -9%
Hewlet t Mill Rd @ Penins ula Blvd -20% -41% -17% -13% 14% -19%
Hicksvi lle Broadway/Hicksvi lle Rd @ Old Country Rd 17% 85% -28% -42% -6% -20% -14% -26%
Hicksvi ll e Old Country Rd @ Jerusalem Ave 137% 98% -48% -48% -2% -1% 12% -3% -9% -21%
Hicksville N Broadway @ Nevada St 182% 171% -18% -19% -6% 1% -12% -19% -16% -22%
Hicksville.Plainview Old Country Rd @ S Oyster Bay Rd -13% -12% -14% -19% -38% -44%
Hicksville.Plainview S. Oyster Bay Rd and Woodbury Rd 117% 103% 9% 4% -12% -13% -12% -17% -23% -20%
Inwood/Lawrence Nassau Expy @ Rockaway Tpke -58% -63% 74% 47% -12% 29%
Inwood/Lawrence Burnside Ave @ Nassau Expy 112% 101% -29% -35% 37% 4% 14% -23% -64% -16%
Inwood/Lawrence Rockaway Tpke @ Bay Blvd/Peninsula Blvd -51% -59% -19% -17% -33% -45%
Island Park Austin Blvd @ Long Beach Rd/Empire Blvd -19% -17%
Jericho Brush Hollow Rd @ Jericho Tpke 104% 78% -25% -19% -36% -23% 11% 2% 24% 21%
Lake Success Lakevi lle Rd @ Marcus Ave -29% -41% 6% -6% -5% 1%
Levi ttown Old Jerusalem Rd @ Wantagh Ave -32% -17% -20% -22% -11% -21%
Levittown Hempstead Tpke @ Wantagh Ave 104% 98% -48% -50% 3% 6% -34% -41% -15% -56%
Levittown Gardiners Ave @ Hempstead Tpke -50% -46% -13% -19% 43% -25%
Manhasset Searingtown Rd @ Northern Blvd -47% -50% -10% -36% -18% -33%
Manhasset Northern Blvd @ Shel te r Rock Rd -33% -33% -21% -21% -14% -20%
Manhasset Community Dr @ Northern Blvd . -28% -41% -2% -6% 30% 7%
Massapequa Sunrise Hwy @ Unqua Rd -15% -30%
Massapequa Merrick Rd @ Park Blvd/Harbor Ln -46% -43% -2% -30% -13% -47%
Massapequa Hicksville Rd. @ Massapequa Rd. 106% 101% -51% -59% -5% 1% 4% 1% -36% -36%
Merrick Merrick Rd @ Merrick Ave -8% -21%
New Hyde Park New Hyde Park Rd @ Marcus Ave 106% 101% -14% -24% -23% -22% 3% 7% -38% -39%
New Hyde Park Lakeville Rd @ Union Tpke 31% 25% -53% -52% 25% -5% -53% -41%
New Hyde Park New Hyde Park Rd @ Union Tpke -35% -27% -4% -11% -21% -32%
New Hyde Park Marcus Ave/Denton @ Hillside Ave -33% -27% -28% -39% -13% -16%
Oceanside Atlantic Ave @ Lawson Blvd/Rockaway Ave 354% 233%
Oc eans ide Daly Bl vd @ Long Beac h Rd 84% 69% -39% -35% -36% -20% 33% 36% 124% 25%
Oc eans ide Long B eac h Rd @ Mot t S t 124% 81% -51% -37% -24% -23% 53% 46% -14% -22%
Old Westbury Guinea Woods Rd @ Jericho Tpke 110% 105% -43% -35% -29% -37% 48% 53% 35% 29%
Old Westbury Guinea Woods Rd/Glen Cove Rd @ I U Willets -41% -42% -36% -43% 5% -40%
Plainview Manetto Hi ll /Plainview Rd. @ Old Country Rd. -2% -17% -17% -2% -4% -8%
Rockville Centre Lakeview Ave @ Peninsula Blvd 68842% 51272% -21% -30%
S yos set Jeri cho Tpk e @ Underhi ll Bl vd -42% -49% 48% 69% -29% -30%
S yos set S Wood Rd. @ S yos set Woodbury Rd. 7% -32% -12% -10% 72% -15%
Uniondale Charles Lindberg Blvd @ Earle Ovington Blvd 444% 484% 64% -35%
Uniondale Jerusalem Ave @ Uniondale Ave 96% 76% -20% -31% -1% -5% -1% 1% 3% -4%
Uniondale Earle Ovington @ Hempstead Tpke -24% -20% -18% -27% -22% -43%
Uniondale Nassau Rd @ Uniondale Ave/Brookside -44% -45% -9% -20% -11% -28%
W antagh S unr is e Hwy @ W antagh A ve -14% 24%
Westbury Sal isbury Park Dr/School St @ Old Country Rd -9% 11% 15% 16% -24% -24%
Westbury Post Ave/Merri ck Ave @ O ld Country Rd 74% 78% -10% -5% -19% -20% -23% -23%
Westbury Merri ck Ave @ Stewart Ave/Park B lvd 26% 45% -28% -28% -4% - 13% -38% - 50%
West Hempstead Hempstead Tpke @ Nassau Blvd 59% 52% -3% -5% 4% 10% -29% -33%
Woodbury Jeri cho Tpke @ Woodbury Rd. -75% -48% 0% -71% -27% -24%
Woodmere Peninsula Blvd@ Woodmere Blvd -40% -24%
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Appendix D Site Selection
Site Selection Criteria
Intersections are chosen by using the various criteria:
Accident Dataaccident data compiled from Nassau County Police Departmentand various city/village Police Department MV104A accident report forms.
VIMS AnalysisVehicle Incident Mobility StudyA study of a specific locationthat identifies the number of violations occurring during a sample time.
SLSS AnalysisSite Location Selection SystemStatistical analysis that
incorporates variables such as accident data, road geometry, congestion,proximity to other Photo Enforcement Equipment, and other variable factors toidentify locations of interest.
Residential/CommercialDetermines placement in a residential or a commerciallocation. Consideration is given to residents so that there is minimal impact onwhere the equipment is installed.
Number of Approaches for viable installation at each intersectionNot allapproaches at a specific intersection are automatically equipped. Equipment isinstalled where monitoring will provide the greatest impact on safety.
Proximity of other RLC equipped intersectionsdue to the current limitation inthe number of intersections that can be monitored, analysis is conducted toprovide a countywide monitoring program.
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PROGRAM COMMITTEE
Nassau County Department of Public Works:
Shila Shah-Gavnoudias, CommissionerSheila Dukacz, Signal Management Section Head, Traffic Engineer II
Nassau County Traffic Safety Board:
Christopher Mistron, Traffic Safety Coordinator
Nassau County Traffic and Parking Violations Agency:
Hon. John G .Marks, Executive Director
Dave Rich, Assistant Executive Director