HomeMy WebLinkAbout20210307 Thornton Final Subdivision Traffic Study ENGINEERS . Creighton
PLANNERS January 25, 2013 Manning
SURVEYORS
Mr. Daniel Thornton
215 Grand Avenue
Saratoga Springs, New York 12866
RE: Sight Distance Evaluation, Thornton Subdivision, Birch Street, City of Saratoga
Springs, Saratoga County, New York;CM Project 116-350
Dear Mr.Thornton:
Creighton Manning Engineering, LLP (CM) has completed a sight distance evaluation for the
proposed driveway associated with the property located in the northeast quadrant of the
Grand Avenue/Birch Street intersection in the City of Saratoga Springs.This evaluation is based
on information provided in the"Subdivision Plan,"prepared by Engineering America,Co.dated
November 21, 2011 included under Attachment A.
1.0 Project Description and Existing Conditions
The proposed project will subdivide an existing residential lot in order to provide a new lot for
the construction of a single family home. Access to the home will be provided via a new
driveway on Birch Street located approximately 165-feet south of Washington Street. The
project location is shown Figure 1.
Birch Street is a two-lane City street classified as an urban local road with 15 to 16 foot wide
travel lanes in each direction and no shoulders in the vicinity of the site. Birch Street travels in
a north-south direction from West Circular Street to Washington Street. The city speed limit is
30 mph. A sidewalk is provided on the west side of Birch Street from Grand Avenue to
Washington Street and the land uses along the roadway generally consist of residential homes
and a commercial property (Romas Food). Creighton Manning collected traffic volume and
travel speed data on Birch Street near the driveway from Thursday, November 29, 2018 to
Wednesday, December 5, 2018. The data shows that two way traffic volumes on Birch Street
adjacent to the site are approximately 195 vehicles during the weekday AM peak hour (7:00
to 8:00 a.m.) and 205 vehicles during the weekday PM peak hour(3:00 to 4:00 p.m.). The 85th
percentile operating speed on Birch Street was measured to be 25-mph adjacent to the
proposed driveway. It is noted that Grand Avenue provides a westbound slip lane at the Birch
Street intersection controlled by a yield sign just south of the proposed driveway (see aerial
image). The remaining approaches of the Grand Avenue/Birch Street intersection operate
under all-way stop control. Creighton Manning also collected traffic volume and travel speed
data on the westbound slip ramp during the same time period. The data shows that one way
traffic volumes on the Grand Avenue slip lane are approximately 25 vehicles during the
weekday AM peak hour(7:00 to 8:00 a.m.)and 75 vehicles during the weekday PM peak hour
(5:00 to 6:00 p.m.). The 85th percentile operating speed on the westbound Grand Avenue slip
lane was measured to be 15-mph. The detailed volume and speed data is included under
Attachment B.
2 Winners Circle
Albany,NY 12205
518.446.0396(pl
518.446.0397 (f)
www.crnellp.com
Mr.Daniel Thornton
January 25,2019
Page 2 of 4
2.0 Sight Distance
A sight distance evaluation was completed at the proposed driveway intersection with Birch
Street. Available intersection sight distance was measured from the perspective of a vehicle
exiting the driveway and for vehicles traveling south along Birch Street looking straight ahead
to turn left into the driveway. The available intersection sight distance on a driveway should
provide drivers a sufficient view of the intersecting highway to allow vehicles to enter or exit
the intersection without excessively slowing vehicles traveling at or near the operating speed
on the intersecting mainline.
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Stopping sight distance was also measured on Birch
Street at the proposed driveway location. Stopping
sight distance is the length of the roadway ahead -•-1 i- 4 J
that is visible to the driver. The available stopping I "
t4.s" I�/
sight distance on a roadway should be of sufficient
Ll y 5D11 Ulf CF
length to enable a vehicle traveling at or near the
operating speed to stop before reaching a stationary G,=stra its xLc€ o.=s:cF Gtsrwa
-PON�NG _F1 L000NG RIGH'
object in its path.The diagram illustrates these sight -
Sight Distance Measurements
distance measurements.
The sight distances measured in the field were compared to the guidelines presented in A
Policy on Geometric Design of Highways and Streets, 2011 published by the American
Association of State Highway Transportation Officials (AASHTO) and NYSDOT design guidance
(EB 17-007) for the measured 25-mph travel speed on Birch Street and 15-mph travel speed
an the westbound Grand Avenue slip lane. The results of the sight distance analysis are
summarized in Table 1 and Table 2.
Table 1—Sight Distance Summary (feet)
Intersection Sight Distance1 1 Stopping Sight Distance'
Left-Turn from
Right-Turn Left-Turn from
Intersection Driveway
from Birch Street SSDNB 55D1e
Driveway(DO (DO
Looking (Os}
Left(DL) Right(DO
Birch Street{ Available >300* >300* 175" >300* si
Driveway Recommended 240 280 280 205 135 135
Intersection sight distance is measured at 14.5 feet back from the travel way at an object height of 3.5 feet and an eye height of
3.5 feet for a vehicle.
Stopping sight distance measured for a 2 foot object located in the path of northbound and southbound vehicles on Birch Street at
an eye height of 3.5 feet.
XX*=Available Sight Distance through the Grand Avenue intersection
XX**=Available Sight Distance to the Washington Street intersection
The available stopping sight distances at the driveway meet AASHTO guidelines for the
measured operating speed for vehicles traveling northbound and southbound on Birch Street.
In addition, the available intersection sight distance looking straight through the Grand
Avenue intersection to make a left turn from Birch Street onto the driveway meets the
AASHTO guideline for the measured operating speed. It is noted that an existing wrought iron
fence and slight embankment located along the frontage impede the available sight distance
looking left; however, this fence will be removed and the embankment will be regraded in
Mr.Daniel Thornton
January 25,2019
Page 3 of 4
order to provide a sidewalk along the project
L - '"
frontage as shown on the site plan. The Fence and ;;. ` '.
available sight distance looking left to make Embankment 1i4 '.i
a left or right turn from the proposed 1 1` iiii,
driveway will extend through the Grand +
Avenue intersection and meet the AASHTO ... r
guideline for the operating speed with these _ ..
proposed changes(See Photo#1).
In addition, the available sight distance
looking right extends to the Washington
Street intersection located approximately Photo#1—Sight Distance Looking Left to the South
175 feet to the north (see Photo 142). It is -
noted that drivers looking right from the 'F� * ..' . '1'
`yip =-
driveway have at least 175 feet of available
4,'2"r ' Washington
sight distance to view vehicles turning left or , a Street
right from the Washington Street
intersection; however, these vehicles would I
be traveling at slower speeds, closer to 15 i ky, 44_
mph as they complete their turns and would
then accelerate towards the 85th percentile
measured speed of 25-mph closer to the i
driveway indicating that the sight distance ill
evaluation compared to a 25-mph operating
speed is conservative. A review of AASHTO
Photo#2—Sight Distance Looking Right to the North
guidelines indicates that the available sight
line meets the recommended intersection sight distance of 170 feet for a 15-mph travel speed
to see a vehicle turning left or right onto Birch Street from Washington Street.
A sight distance assessment was also conducted for vehicles traveling westbound on Grand
Avenue that use the yield controlled slip lane. Table 2 summarizes the sight distance from the
proposed driveway with respect to the slip lane.
Table 2—Sight Distance Summary to Westbound Slip Lane from Grand Avenue(feet)
IIntersection Sight Distance' —1 Stopping Sight Distance'
Left-Turn from
Right-Turn Left-Turn from
intersection Driveway
from Birch Street SS DNB SS Ds®
Looking Looking MO
(DL) Left(DL) Right(DA)
Birch Street/ Available 120 u 120 NA 130 135 NA
Driveway Recommended 145 170 280 125 70 70
' Intersection sight distance is measured at 14.5 feet back from the travel way at an object height of 3.5 feet and an eye height of
3.5 feet for a vehicle.
2 Stopping sight distance measured for a 2 foot object located in the path of northbound and southbound vehicles on Birch Street at
an eye height of 3.5 feet.
Mr.Daniel Thornton
January25,2019
Page 4 of 4
The available stopping sight distances for Fence and
vehicles traveling westbound from Grand _ Embankment
Avenue onto Birch Street meet AASHTO y ""� "rte
,,, i�li�
guidelines for the 15-mph operating speed
on the slip lane. In addition, the available , �i
, , 4'}
intersection sight distance looking ti * ••01".
southbound toward the slip lane to make a
left turn from Birch Street onto the -----
driveway
---driveway meets the AASHTO guideline for
the measured operating speed. The
available sight distance looking left toward
the slip lane to make a left or right turn is
also limited by the existing wrought iron Photo#3—Sight Distance Looking Around Slip Lane
fence and embankment located along the
frontage and is less than the recommended AASHTO guideline for the 15-mph operating
speed (See Photo 143). Although the fence will be removed and the embankment will be
graded, the available sight distance looking left will still not meet the AASHTG? intersection
sight distance guideline; however, it is not critically limited since the available sight line
exceeds the recommended stopping sight distance for the operating speed. It is noted that
the driveway location provides good separation from adjacent intersections and exceeds
minimum NYSDOT driveway spacing standards. No mitigation is required.
It is recommended that any site fencing be placed a minimum of fifteen feet back from the
travel way and the landscaping plan consider sight lines in order to maximize the visibility at
the proposed driveway location,
3.0 Conclusions
The proposed project will provide access to the site via a proposed driveway on Birch Street.
The sight distance evaluation indicates that the available sight distance is adequate and the
driveway location satisfies NYSDOT driveway spacing standards. No mitigation is required
beyond removal of the wrought iron fence and embankment grading in order to provide a
sidewalk on the east side of Birch Street. It is recommended that any site fencing be placed a
minimum of 15 feet back from the travel way and the landscaping plan consider sight lines in
order to maximize the visibility at the existing driveway location.
Please feel free to call our office if you have any questions or comments regarding the above
evaluation.
Respectfully submitted,
Creighton Manning Engineering, LLP
Mark D. Nadolny
Associate
Attachments
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PROJECT LOCATION It./
Creighton
manning
THORNTON SUBDIVISION
-cTsCITY OF SARATOGA SPRINGS, NEW YORK PROJECT: 116-350 DATE: 01/2019 FIGURE: 1
a
Attachment A
Site Plan
Thornton Subdivision
City of Saratoga Springs, New York
WASHINGTON STREET
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11
II
II
. i
II
II — ZONING INFORMATION:
n
II - ZONING DISTRICT: UR-2
11
II MINIMUM LOT SIZE: 6,600 SQ. FT. (FOR LOTS WITH CITY WATER AND SEWER)
n MINIMUM MEAN LOT\MDTH: 60 FT.
II MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY:
11PRINCIPAL BUILDING: 30 %
AUulx 1 ACCESSORY BUILDING:10%
1
MINIMUM YARD DIMENSIONS:
I FRONT: 10 FT.
11
II REAR: 25 FT.
11 ONE SIDE: 8 FT.
II TOTAL SIDE: 20 FT.
II PRINCIPAL BUILDING:
II MINIMUM FIRST FLOOR AREA:
11
11 1 STORY: 900 SQ. FT.
11 2 STORY: 700 SQ. FT.
11 MAXIMUM BUILDING HEIGHT: 60 FT.
_ 11 MINIMUM DISTANCE FROM ACCESSORY BUILDING TO:
II PRINCIPAL BUILDING: 5 FT.
11
11 FRONT LOT LINE: 10 FT.
„II SIDE LOT LINE: 5 FT.
=11 REAR LOT LINE: 5 FT.
1 ,11 MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25%
411
1
b'1 10T8 MAP REFERENCE:
i ,,II LOl iO LOTS WAR nu..110.0L077
all (1411.'En XO.'I °1P EF.XO.'1 (NV REF.HO,n 1.) MAP ENTITLED "MAP OF LANDS IN SARATOGA SPRINGS BELONGING TO
"II LANDS NOW OR LANDS Now OR
LANDS NOW OR FORMERLY OF FORMERLY OF JOHN A. WATERBURY", DATED DECEMBER 10, 1855, MADE BY
II FORMERLY OF
LANDS NOW OR JAMES M.AND JOHN C.GRADY A. GARNSEY AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON
II HELEN T.ATWELL FORMERLY OF PATRICIA M.WOLFE JANUARY 1, 1870 AS MAP NO. "HH-23".
11 g DORENE M.COUCH DEED NO 2006019027
II aBOOK 1433 OF DEEDS, B00,1608 OF DEEDS, BOOK 1615 OF DEEDS,
II N PAGE 488 PAGE 223 PAGE 741
11 ` I I HOUSE III j R VIER . Ii— DEED REFERENCE:
11 STREETTREE .02_,._.3_0_,,_4_ _I- x—x—x—x—x—x—,,—x—x-
11 '—598.15'00"E 75.00' ® a 1.) DEED DATED JANUARY 2002 FROM WILLIAM E.VAN DORN AND MARGARET S. VAN DORN,
11 CURB cur '?F- 1,-- s,WWI- AND PATRICIA V. THORNTON f/k/a PATRICIA V. GROTTO TO DANIEL BRIGGS THORNTON
F(R MEDIAE(#�= a .1 ryEw sG•SIDEWALK 711.9T4 r– J AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY CLERK'S
II s l a, I S
OFFICE IN BOOK 1604 OF DEEDS AT PAGE 743.
II uaT — — —ss-tor —I `e
II mcc: i t \ L_ J o !
'1 I'''' LOOT 2'� 5a3io
n d ate. AREA NOTES:
--*M"
II= ' w I•. ,v HouK To 6,6004 SQ FT
II ) I1._ 4 90EwALH / 4!x
II' w "f o1 / 1 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
t. II�° £ 1. 6.'_l \� OR A TITLE REPORT.
IIS m 'I c�wRACE , 1 y / LOOT 1 tl 2.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES.
IIS Cl)1I. 1 J 1 AREA=12,1653 SQ.FT.
II vJ "" •I 'I I( –� 1 " 3.) THERE WAS SIGNIFICANT SNOW AND ICE COVER PRESENT WHEN THIS
II Oiyc 3 ..1" u ,�I SURVEY WAS PERFORMED.
IIIII ;
Ill 11 •\: Hi aI 4 9 6
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`PROPOSED I I _ 1 ENGINEERING
_ I, OUSE , i AMERICA CO. ii EY DANIEL C.WHEELER,LS
�„�� ) Z � ; 3 iCTATEDA LLC
I
II �ppoROzm A 1 1-J E. LANDS NOW O4 FORMERLY OF A
II _ ,I D'Ey,vw,�) , n GARY AND NANCY A.WILL ETTE
II U ,11. - 1 c '� 1. j _ PROFESSIONAL LANDS SURVEYING
II u' v x I I N BOOK 1680 OF DEEDS,PAGE n0 761NASFfJOTON ST
II II I SARATOGA SPRINGS,NY 12866
II i� � 'L 1 m 1 r L 431 PH.(518),SUI-E 5,SARATOGA( SPRINGS,3Y 11888
II :6 d., \1 ow,en Rma I1I 1783
sno FAX FAX p 9 PH.(518)583-7302 FAX(518)583-7303
III .6 m c:b.. L_--_A^ I nw,Tore. 1
II & xsw� A \\ 1 .. 1" nasE 1
II Tun \ \\ ro 3,w,cn I
1 t R '
n���..II \ ec".�.I. .. I X HOUSE
V y OWNER/DEVELOPER:
\O n NEW srOR w "°'°' _ �/ NENE FENCE
— P'"O^ ' DANIEL BRIGGS THORNTON AND
n sa ..�` L PATRICIA V. THORNTON
'i * 215 GRAND AVENUE
n
ONOR TE SIDEWALK
SARATOGA SPRINGS, NY 12866 2866\ nnII \ ax HEoIAx
aDIRm ACCESSIBLE '' Cm\ N PHONE (518) 584-3695
GEORGE YASENCHAK
II NEW s:EwLzTNAVENUEj ;...r,,,,..... GRANDRaTN0n _PKENBVIPAnN>
11 _ 15.34
UNAUTHORIZED ALTERALION OR ATO THIS MAP IS A NOLAnoN OF ARLICLE 145,SEDDON MD,SUB-PARAGRAPH(1)
11 OF THE NEW YORK STATE EDUCATII1ONON LAW.
li (FORMERLY KNOW AS CONGRESS STREET)
°i - TITLE: SUBDIVISION PLAN
ii w ii Iii .� ® -n - SUBDIVISION OF LANDS OF
":77, ---
K '�a CERTIFICATION: DANIEL BRIGGS THORNTON AND
�/ 111 ✓ . �~ THIS
BY THES NEW MADE IN YORKAST TE ASSOCIATION EXISTING COOE
SURVEYORS. PATRICIA V. THORNTON
/ �` = a / LOCATION: DATE:
DANIEL C.WHEELER P.L.S.UC.NO.50,137 CITY OF SARATOGA SPRINGS NOVEMBER 21, 2011
(INSIDE DISTRICT)
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED SARATOGA COUNTY, NEW YORK
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS. SCALE:
CHAIRPERSON 1 INCH = 20 FEET MAP NO. 2011-09-04
DATE SIGNED & AS SHOWN SHEET OF
Attachment B
Volume and Speed Data
Thornton Subdivision
City of Saratoga Springs, New York
VirtWeeklyVehicle-1608 Page 1
MetroCount Traffic Executive
Weekly Vehicle Counts (Virtual Week)
VutWeeklyVehicle-1608 -- English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: S1328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors - Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018=> 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: North, South (bound), P = North, Lane= 0-16
Separation: Headway> 0 sec, Span 0 -300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric(ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles = 11770/ 11870 (99.16%)
VirtWeeklyVehicle-1608 Page 2
Weekly Vehicle Counts (Virtual Week)
VirtWeeklyVehicle-1608
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018=> 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NS) Sp(5,100) Headway(>0) Span(0- 300) Lane(0-16)
Mon Tue Wed Thu Fri SatSun Averages
1 - 5 1 - 7
Hour
0000-0100 2.0 8.0 5.0 * 7.0 15.0 15.0 5.5 8.7
0100-0200 4.0 5.0 2.0 * 3.0 9.0 7.0 3.5 5.0
0200-0300 2.0 1.0 2.0 * 5.0 5.0 8.0 2.5 3.8
0300-0400 2.0 1.0 1.0 * 1.0 1.0 4.0 1.3 1.7
0400-0500 4.0 1.0 1.0 * 1,0 2.0 4.0 1.8 2.2
0500-0600 7.0 8.0 13.0 * 13.0 0.0 3.0 10.3 7.3
0600-0700 41.0 40.0 39.0 * 41.0 14.0 9.0 40.3 30.7
0700-0800 216.0 181.0 190.0 * 200,0 30.0 20.0 196.8 139.5
0800-0900 110.0 145.0 115.0 * 111.0 63.0 37.0 120.3 96.8
0900-1000 129.0 135.0 * * 135.0 73.0 48.0 133.0 104.0
1000-1100 127.0 136.0 * * 132.0 133.0 59.0 131.7 117.4
1100-1200 185.0 160.0 * 149.0 222.0 159,0 78.0 179.0 158.8
1200-1300 178.0 202.0 * 175.0 210.0 178.0 88.0 191.3 171.8
1300-1400 169.0 165.0 * 151.0 160.0 160.0 84.0 161.3 148.2
1400-1500 190.0 206.0 * 199.0 218.0 127.0 81.0 203.3 170.2
1500-1600 180.0 229.0 * 205.0 206.0 144.0 72.0 205.0 172.7
1600-1700 175.0 189.0 * 204.0 240.0 144.0 109.0 202.0 176.8
1700-1800 198.0 185.0 * 224.0 207.0 96.0 55.0 203.5 160.8
1800-1900 122.0 114.0 * 156.0 110.0 94.0 36.0 125.5 105.3
1900-2000 81.0 65.0 * 116.0 96.0 57.0 44.0 89.5 76.5
2000-2100 41.0 99.0 * 102.0 60.0 62.0 19.0 75.5 63.8
2100-2200 28.0 28.0 * 85.0 40.0 43.0 19.0 45.3 40.5
2200-2300 11.0 23.0 * 47.0 22.0 27.0 11.0 25.8 23.5
2300-2400 9.0 11.0 * 10.0 18.0 23.0 4.0 12.0 12.5
Totals
0700-1900 1979.0 2047.0 * * 2151.0 1401.0 767.0 2052.4 1722.4
0600-2200 2170.0 2279.0 * * 2388.0 1577.0 858.0 2302.9 1933.9
0600-0000 2190.0 2313.0 * * 2428.0 1627.0 873.0 2340.7 1969.9
0000-0000 2211.0 2337.0 * * 2458.0 1659.0 914.0 2365.4 1998.6
AM Peak 0700 0700 * * 1100 1100 1100
216.0 181.0 * * 222.0 159.0 78.0
PM Peak 1700 1500 * 1700 1600 1200 1600
198.0 229.0 * 224.0 240.0 178.0 109.0
* - No data.
VirtWeeklyVehicle-1609 Page 1
MetroCount Traffic Executive
Weekly Vehicle Counts (Virtual Week)
VirtWeeklyVehicle-1609 --English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: 51328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors- Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: AB , Lane = 0-16
Separation: Headway > 0 sec, Span 0 -300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric (ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles = 7036/ 11870 (59.28%)
VirtWeeklyVehicle-1609 Page 2
Weekly Vehicle Counts (Virtual Week)
VirtWeeklyVehicle-1609
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018=> 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NB) Sp(5,100) Headway(>0) Span(0 - 300) Lane(0-16)
Mon Tue Wed Thu Fri SatSun Averages
1 - 5 1 - 7
Hour
0000-0100 1.0 7.0 3.0 * 6.0 12.0 14.0 4.3 7.2
0100-0200 2.0 2.0 2.0 * 3.0 8.0 6.0 2.3 3.8
0200-0300 2.0 0.0 1.0 * 3.0 3.0 5.0 1.5 2.3
0300-0400 2.0 1.0 1.0 * 0.0 0.0 3.0 1.0 1.2
0400-0500 2.0 0.0 0.0 * 1.0 2.0 2.0 0.8 1.2
0500-0600 3.0 4.0 6.0 * 7.0 0.0 1.0 5.0 3.5
0600-0700 24.0 24.0 25.0 * 28.0 9.0 4.0 25.3 19.0
0700-0800 101.0 79.0 88.0 * 87.0 16.0 8.0 88.8 63.2
0800-0900 67.0 73.0 57.0 * 68.0 30.0 17.0 66.3 52.0
0900-1000 72.0 79.0 * * 75.0 38.0 25.0 75.3 57.8
1000-1100 66.0 79.0 * * 68.0 85.0 37.0 71.0 67.0
1100-1200 116.0 92.0 * 77.0 121.0 87.0 44.0 101.5 89.5
1200-1300 100.0 104.0 * 110.0 107.0 99.0 59.0 105.3 96.5
1300-1400 99.0 110.0 * 89.0 95.0 95.0 49.0 98.3 89.5
1400-1500 126.0 128.0 * 115.0 140.0 73.0 50.0 127.3 105.3
1500-1600 109.0 150.0 * 127.0 135.0 83.0 40.0 130.3 107.3
1600-1700 112.0 103.0 * 114.0 135.0 83.0 69.0 116.0 102.7
1700-1800 117.0 111.0 * 146.0 126.0 62.0 41.0 125.0 100.5
1800-1900 73.0 65.0 * 95.0 72.0 62.0 23.0 76.3 65.0
1900-2000 56.0 35.0 * 73.0 64.0 46.0 33.0 57.0 51.2
2000-2100 28.0 77.0 * 84.0 43.0 46.0 13.0 58.0 48.5
2100-2200 20.0 22.0 * 72.0 27.0 27.0 16.0 35.3 30.7
2200-2300 8.0 17.0 * 39.0 20.0 24.0 10.0 21.0 19.7
2300-2400 8.0 7.0 * 8.0 14.0 14.0 3.0 9.3 9.0
Totals
0700-1900 1158.0 1173.0 * * 1229.0 813.0 462.0 1181.1 996.3
0600-2200 1286.0 1331.0 * * 1391.0 941.0 528.0 1356.6 1145.6
0600-0000 1302.0 1355.0 * * 1425.0 979.0 541.0 1386.8 1174.3
0000-0000 1314.0 1369.0 * * 1445.0 1004.0 572.0 1401.6 1193.5
AM Peak 1100 1100 * * 1100 1100 1100
116.0 92.0 * * 121.0 87.0 44.0
PM Peak 1400 1500 * 1700 1400 1200 1600
126.0 150.0 * 146.0 140.0 99.0 69.0
* - No data.
VirtWeeklyVehicle-1610 Page 1
MetroCount Traffic Executive
Weekly Vehicle Counts (Virtual Week)
VirtWeeklvVehicle-1610 English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: 51328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors - Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018=> 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: BA , Lane = 0-16
Separation: Headway> 0 sec, Span 0 - 300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric(ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles =4734/ 11870 (39.88%)
VirtWeeklyVehicle-1610 Page 2
Weekly Vehicle Counts (Virtual Week)
VirtWeeklyVehicle-1610
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(SB) Sp(5,100) Headway(>0) Span(0 -300) Lane(0-16)
Mon Tue Wed Thu Fri Sat Sun Averages
1 - 5 1 - 7
Hour
0000-0100 1.0 1.0 2.0 * 1.0 3.0 1.0 1.3 1.5
0100-0200 2.0 3.0 0.0 * 0.0 1.0 1.0 1.3 1.2
0200-0300 0.0 1.0 1.0 * 2.0 2.0 3.0 1.0 1.5
0300-0400 0.0 0.0 0.0 * 1.0 1.0 1.0 0.3 0.5
0400-0500 2.0 1.0 1.0 * 0.0 0.0 2.0 1.0 1.0
0500-0600 4.0 4.0 7.0 * 6.0 0.0 2.0 5.3 3.8
0600-0700 17.0 16.0 14.0 * 13.0 5.0 5.0 15.0 11.7
0700-0800 115.0 102.0 102.0 * 113.0 14.0 12.0 108.0 76.3
0800-0900 43.0 72.0 58.0 * 43.0 33.0 20.0 54.0 44.8
0900-1000 57.0 56.0 * * 60.0 35.0 23.0 57.7 46.2
1000-1100 61.0 57.0 * * 64.0 48.0 22.0 60.7 50.4
1100-1200 69.0 68.0 * 72.0 101.0 72.0 34.0 77.5 69.3
1200-1300 78.0 98.0 * 65.0 103.0 79.0 29.0 86.0 75.3
1300-1400 70.0 55.0 * 62.0 65.0 65.0 35.0 63.0 58.7
1400-1500 64.0 78.0 * 84.0 78.0 54.0 31.0 76.0 64.8
1500-1600 71.0 79.0 * 78.0 71.0 61.0 32.0 74.8 65.3
1600-1700 63.0 86.0 * 90.0 105.0 61.0 40.0 86.0 74.2
1700-1800 81.0 74.0 * 78.0 81.0 34.0 14.0 78.5 60.3
1800-1900 49.0 49.0 * 61.0 38.0 32.0 13.0 49.3 40.3
1900-2000 25.0 30.0 * 43.0 32.0 11.0 11.0 32.5 25.3
2000-2100 13.0 22.0 * 18.0 17.0 16.0 6.0 17.5 15.3
2100-2200 8.0 6.0 * 13.0 13.0 16.0 3.0 10.0 9.8
2200-2300 3.0 6.0 * 8.0 2.0 3.0 1.0 4.8 3.8
2300-2400 1.0 4.0 * 2.0 4.0 9.0 1.0 2.8 3.5
Totals -
0700-1900 821.0 874.0 * * 922.0 588.0 305.0 871.3 726.1
0600-2200 884.0 948.0 * * 997.0 636.0 330.0 946.3 788.3
0600-0000 888.0 958.0 * * 1003.0 648.0 332.0 953.8 795.6
0000-0000 897.0 968.0 * * 1013.0 655.0 342.0 963.8 805.1
AM Peak 0700 0700 * * 0700 1100 1100
115.0 102.0 * * 113.0 72.0 34.0
PM Peak 1700 1200 * 1600 1600 1200 1600
81.0 98.0 * 90.0 105.0 79.0 40.0 I
* - No data.
SpeedStat-1611 Page 1
MetroCount Traffic Executive
Speed Statistics
SpeedStat-1611 -- English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: 51328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors- Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: North, South (bound), P = North, Lane = 0-16
Separation: Headway > 0 sec, Span 0 - 300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric (ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles = 11770/ 11870 (99.16°/x)
SpeedStat-1611 Page 2
Speed Statistics
SpeedStat-1611
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NS) Sp(5,100) Headway(>0) Span(0- 300) Lane(0-16)
Vehicles= 11770
Posted speed limit=30 mph, Exceeding=211 (1.79%), Mean Exceeding=31 68 mph
Maximum=41 7 mph, Minimum=5.2 mph, Mean=21.7 mph
85%Speed=25.54 mph,95%Speed=28.01 mph, Median=21 75 mph
10 mph Pace= 17-27, Number in Pace=9385(79.74%)
Variance=16.00,Standard Deviation=4.00 mph
Speed Bins (Partial days)
Speed Bin Below Above Energy vMult n * vMult
0 - 5 0 0.0% 0 0.0% 11770 100.0% 0.00 0.00 0.00
5 - 10 41 0.3% 41 0.3% 11729 99.7% 0.00 0.00 0.00
10 - 15 636 5.4% 677 5.8% 11093 94.2% 0.00 0.00 0.00
15 - 20 2898 24.6% 3575 30.4% 8195 69.6% 0.00 0.00 0.00
20 - 25 5927 50.4% 9502 80.7% 2268 19.3% 0.00 0.00 0.00
25 - 30 2057 17.5% 11559 98.2% 211 1.8% 0.00 0.00 0.00
30 - 35 201 1.7% 11760 99.9% 10 0.1% 0.00 0.00 0.00
35 - 40 9 0.1% 11769 100.0% 1 0.0% 0.00 0.00 0.00
40 - 45 1 0.0% 11770 100.0% 0 0.0% 0.00 0.00 0.00
45 - 50 0 0.0% 11770 100.0% 0 0.0% 0.00 0.00 0.00
50 - 55 0 0.0% 11770 100.0% 0 0.0% 0.00 0.00 0.00
55 - 60 0 0.0% 11770 100.0% 0 0.0% 0.00 0.00 0.00
60 - 65 I 0 0.0% 11770 100.0% 0 0.0% 0.00 0.00 1 0.00
65 - 70 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 I 0.00
70 - 75 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 1 0.00
75 - 80 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 I 0.00
80 - 85 I 0 0,0% I 11770 100.0% 0 0.0% 0.00 0.00 1 0.00
85 - 90 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 I 0.00
90 - 95 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 1 0.00
95 - 100 I 0 0.0% I 11770 100.0% 0 0.0% 0.00 0.00 I 0.00
Total Speed Rating=0.00
Total Moving Energy(Estimated)=0.00
Speed limit fields (Partial days)
I Limit J Below I Above
0 130 (PSL) I 11559 98.2% I 211 1.8%
SpeedStat-1612 Page 1
MetroCount Traffic Executive
Speed Statistics
SpeedStat-1.612 -- English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: S1328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors - Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: AB , Lane = 0-16
Separation: Headway> 0 sec, Span 0- 300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric (ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles= 7036/ 11870 (59.28%)
SpeedStat-1612 Page 2
Speed Statistics
SpeedStat-1612
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NB) Sp(5,100) Headway(>0) Span(0- 300) Lane(0-16)
Vehicles=7036
Posted speed limit=30 mph, Exceeding=206(2.93%), Mean Exceeding=31 69 mph
Maximum=41.7 mph, Minimum=5.2 mph, Mean=22.5 mph
85%Speed=26.45 mph,95%Speed=28.87 mph, Median=22.43 mph
10 mph Pace=18-28, Number in Pace=5546(78.82%)
Variance= 16.25,Standard Deviation=4.03 mph
Speed Bins (Partial days)
Speed I Bin Below Above Energy vMult I n * vMult
0 - 5 1 0 0.0% 0 0.0% 7036 100.0$ 0.00 0.00 0.00
5 - 10 17 0.2% 17 0.2% 7019 99.8% 0.00 0.00 I 0.00
10 - 15 226 3.2% 243 3.5% 6793 96.5% 0.00 0.00 I 0.00
15 - 20 1565 22.2% 1808 25.7% 5228 74.3% 0.00 0.00 I 0.00
20 - 25 3383 48.1% 5191 73.8% 1845 26.2% 0.00 0.00 I 0.00
25 - 30 1639 23.3% 6830 97.1% 206 2.9% 0.00 0.00 I 0.00
30 - 35 196 2.8% 7026 99.9% 10 0.1% 0.00 0.00 I 0.00
35 - 40 9 0.1% 7035 100.0% 1 0.0% 0.00 0.00 I 0.00
40 - 45 1 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
45 - 50 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
50 - 55 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
55 - 60 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
60 - 65 1 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
65 - 70 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
70 - 75 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
75 - 80 0 0.0% 7036 100.0% 0 0.0% 0.00 0.00 I 0.00
80 - 85 0 0.0% 7036 100.0% 1 0 0.0% 0.00 0.00 I 0.00
85 - 90 0 0.0% 7036 100.0% I 0 0.0% 0.00 0.00 I 0.00
90 - 95 0 0.0% 7036 100.0% t 0 0.0% 0.00 0.00 I 0.00
95 - 100 0 0.0% 7036 100.0% I 0 0.0% 0.00 0.00 I 0.00
Total Speed Rating=0.00
Total Moving Energy(Estimated)=0.00
Speed limit fields (Partial days)
I Limit I Below I Above
0 130 (PSL) I 6830 97.1% I 206 2.9%
SpeedStat-1613 Page 1
MetroCount Traffic Executive
Speed Statistics
SpeedStat-1613 -- English (ENU)
Datasets:
Site: [116-350] Located on Birch St, N of Grand Ave
Attribute: Birch St Assessment
Direction: 7 - North bound A>B, South bound B>A. Lane: 1
Survey Duration: 14:50 Wednesday, November 28, 2018 => 15:04 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1505.EC1 (Plus )
Identifier: 51328N62 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors- Paired (Class/Speed/Count)
Profile:
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018 (5.91667)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: BA , Lane= 0-16
Separation: Headway> 0 sec, Span 0 -300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric(ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles =4734/ 11870 (39.88%)
SpeedStat-1613 Page 2
Speed Statistics
SpeedStat-1613
Site: 116-350.1.2NS
Description: Located on Birch St, N of Grand Ave
Filter time: 11:00 Thursday, November 29, 2018 => 9:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(SB) Sp(5,100) Headway(>0) Span(0- 300) Lane(0-16)
Vehicles=4734
Posted speed limit=30 mph, Exceeding=5(0.11%), Mean Exceeding=30.91 mph
Maximum=32.7 mph, Minimum=5.2 mph, Mean=20 6 mph
85%Speed=24.02 mph,95%Speed=25 64 mph, Median=20.97 mph
10 mph Pace=16-26, Number in Pace=3956(83.57%)
Variance= 13.51,Standard Deviation=3.68 mph
Speed Bins (Partial days)
Speed I Bin I Below I Above Energy vMult n * vMult
0 = 5 0 0.0% I 0 0., i 4734 100.0% 0.00 0.00 0.00
5 - 10 1 24 0.5% 1 24 0.5% 4710 99.5% 0.00 0.00 0.00
10 - 15 410 8.7% I 434 9.2% 4300 90.8% 0.00 0.00 0.00
15 - 20 1 1333 28.2% 1 1767 37.3% 2967 62.7% 0.00 0.00 0.00
20 - 25 I 2544 53.7% I 4311 91.1% 423 8.9% 0.00 0.00 0.00
25 - 30 I 418 8.8% I 4729 99.9% 5 0.1% 0.00 0.00 0.00
30 - 35 I 5 0.1% I 4734 100.0% 0 0.0% 0.00 0.00 0.00
35 - 40 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 0.00 0.00
40 - 45 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 0.00 0.00
45 - 50 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 0.00 0.00
50 - 55 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 0.00 0.00
55 - 60 I 0 0.0% I 4734 100.0% 0 0.0% I 0.00 0.00 0.00
60 - 65 I 0 0.0% I 4734 100.0% 0 0.0% I 0.00 1 0.00 0.00
65 - 70 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 C 0.00 0.00
70 - 75 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 1 0.00 0.00
75 - 80 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 I 0.00 0.00
80 - 85 I 0 0.0% I 4734 100.0% 0 0.0% 0.00 1 0.00 0.00
85 - 90 I 0 0.0% I 4734 100,0% 0 0.0% 0.00 I 0.00 0.00
90 - 95 I 0 0.0% I 4734 100.00 0 0.0% 0.00 I 0.00 0.00
95 - 100 I 0 0.0% I 4734 100,0% 0 0.0% 0.00 1 0.00 0.00
Total Speed Rating=0.00
Total Moving Energy(Estimated)=0 00
Speed limit fields (Partial days)
I Limit I Below I Above
0 130 (PSL) I 4729 99.9% I 5 0.1%
VirtWeeklyVehicle-1604 Page 1
MetroCount Traffic Executive
Weekly Vehicle Counts (Virtual Week)
VirtWeeklvVehicle-1604 -- English jENU)
Datasets:
Site: [116-350] Located on Grand Ave slip ramp to Birch St
Attribute: Birch St Assessment
Direction: 7- North bound A>B, South bound B>A. Lane: 0
Survey Duration: 14:53 Wednesday, November 28, 2018 => 15:02 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1503.ECO (Plus )
Identifier: R7190MC2 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors- Paired (Class/Speed/Count)
Profile:
Filter time: 12:00 Thursday, November 29, 2018 => 8:00 Wednesday, December 5, 2018 (5.83333)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5- 100 mph.
Direction: AB , Lane = 0-16
Separation: Headway > 0 sec, Span 0 -300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric(ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles = 3610/3703 (97.49%)
VirtWeeklyVehicle-1604 Page 2
Weekly Vehicle Counts (Virtual Week)
VirtWeeklyVehicle-1604
Site: 116-350.0.1 NS
Description: Located on Grand Ave slip ramp to Birch St
Filter time: 12:00 Thursday, November 29, 2018 => 8:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NB) Sp(5,100) Headway(>0) Span(0 -300) Lane(0-16)
Mon Tue Wed Thu Fri SatSun Averages
1 - 5 1 - 7
Hour
0000-0100 0.0 6.0 2.0 * 5.0 9.0 5.0 3.3 4.5
0100-0200 0.0 1.0 2.0 * 2.0 5.0 2.0 1.3 2.0
0200-0300 0.0 0.0 1.0 * 2.0 1.0 1.0 0.8 0.8
0300-0400 0.0 1.0 1.0 * 0.0 0.0 0.0 0.5 0.3
0400-0500 0.0 0.0 0.0 * 1.0 2.0 0.0 0.3 0.5
0500-0600 0.0 2.0 5.0 * 3.0 0.0 0.0 2.5 1.7
0600-0700 0.0 12.0 11.0 * 17.0 5.0 0.0 10.0 7.5
0700-0800 0.0 29.0 35.0 * 34.0 5.0 0.0 24.5 17.2
0800-0900 0.0 37.0 * * 34.0 14.0 0.0 23.7 17.0
0900-1000 2.0 39.0 * * 34.0 17.0 1.0 25.0 18.6
1000-1100 11.0 39.0 * * 31.0 35.0 0.0 27.0 23.2
1100-1200 68.0 53.0 * * 72.0 48.0 3.0 64.3 48.8
1200-1300 58.0 64.0 * 64.0 64.0 68.0 0.0 62.5 53.0
1300-1400 59.0 70.0 * 55.0 65.0 58.0 1.0 62.3 51.3
1400-1500 69.0 71.0 * 69.0 75.0 50.0 1.0 71.0 55.8
1500-1600 50.0 90.0 * 60.0 89.0 53.0 0.0 72.3 57.0
1600-1700 75.0 61.0 * 71.0 82.0 52.0 0.0 72.3 56.8
1700-1800 71.0 71.0 * 79.0 74.0 43.0 0.0 73.8 56.3
1800-1900 42.0 44.0 * 56.0 44.0 36.0 0.0 46.5 37.0
1900-2000 40.0 21.0 * 54.0 47.0 40.0 0.0 40.5 33.7
2000-2100 19.0 53.0 * 67.0 34.0 31.0 0.0 43.3 34.0
2100-2200 17.0 15.0 * 59.0 25.0 16.0 1.0 29.0 22.2
2200-2300 8.0 12.0 * 30.0 14.0 18.0 0.0 16.0 13.7
2300-2400 4.0 7.0 * 6.0 11.0 12.0 0.0 7.0 6.7
Totals
0700-1900 505.0 668.0 * * 698.0 479.0 6.0 625.0 492.1
0600-2200 581.0 769.0 * * 821.0 571.0 7.0 747.8 589.4
0600-0000 593.0 788.0 * * 846.0 601.0 7.0 770.8 609.8
0000-0000 593.0 798.0 * * 859.0 618.0 15.0 779.3 619.6
AM Peak 1100 1100 * * 1100 1100 0000
68.0 53.0 * * 72.0 48.0 5.0
PM Peak 1600 1500 * 1700 1500 1200 2100
75.0 90.0 * 79.0 89.0 68.0 1.0
* - No data.
SpeedStat-1605 Page 1
MetroCount Traffic Executive
Speed Statistics
SpeedStat-1605 --English (ENU)
Datasets:
Site: [116-350] Located on Grand Ave slip ramp to Birch St
Attribute: Birch St Assessment
Direction: 7- North bound A>B, South bound B>A. Lane: 0
Survey Duration: 14:53 Wednesday, November 28, 2018 => 15:02 Wednesday, December 5, 2018,
Zone:
File: 116-350 0 2018-12-05 1503.ECO (Plus )
Identifier: R7190MC2 MC56-L5 [MC55] (c)Microcom 19Oct04
Algorithm: Factory default axle (v4.08)
Data type: Axle sensors- Paired (Class/Speed/Count)
Profile:
Filter time: 12:00 Thursday, November 29, 2018 => 8:00 Wednesday, December 5, 2018 (5.83333)
Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
Speed range: 5 - 100 mph.
Direction: AB , Lane= 0-16
Separation: Headway> 0 sec, Span 0 -300 ft
Name: Default Profile
Scheme: Vehicle classification (Scheme F3)
Units: Non metric(ft, mi, ft/s, mph, Ib, ton)
In profile: Vehicles = 3610/3703 (97.49%)
SpeedStat-1605 Page 2
Speed Statistics
SpeedStat-1605
Site: 116-350.0.1 NS
Description: Located on Grand Ave slip ramp to Birch St
Filter time: 12:00 Thursday, November 29, 2018 => 8:00 Wednesday, December 5, 2018
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NB) Sp(5,100) Headway(>0) Span(0- 300) Lane(0-16)
Vehicles=3610
Posted speed limit=30 mph, Exceeding=0(0.00%), Mean Exceeding=0.00 mph
Maximum=21.9 mph, Minimum=5.1 mph, Mean=13.0 mph
85%Speed=15 25 mph,95%Speed=16.72 mph, Median=12.81 mph
10 mph Pace=8-18, Number in Pace=3483(96.48%)
Variance=5.52,Standard Deviation=2.35 mph
Speed Bins (Partial days)
Speed I Bin Below Above Energy vMult I n * vMult
0 - 5 I 0 0.0% 0 0.0% 3610 100.0% 0.00 0.00 I 0.00
5 - 10 I 364 10.1% 364 10.1% 3246 89.9% 0.00 0.00 I 0.00
10 - 15 I 2567 71.1% 2931 81.2% 679 18.8% 0.00 0.00 I 0.00
15 - 20 I 672 18.6% 3603 99.8% 7 0.2% 0.00 0.00 I 0.00
20 - 25 I 7 0.2% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
25 - 30 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
30 - 35 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
35 - 40 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
40 - 45 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
45 - 50 I 0 0,0% 3610 100.0% 0 0.0% 0.00 0.00 1 0.00
50 - 55 1 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
55 - 60 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
60 - 65 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
65 - 70 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 1 0.00
70 - 75 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
75 - 80 I 0 0.0% 3610 100.0% 0 0.0% 0,00 0.00 1 0.00
80 - 85 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
85 - 90 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 1 0.00
90 - 95 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 1 0.00
95 - 100 I 0 0.0% 3610 100.0% 0 0.0% 0.00 0.00 I 0.00
Total Speed Rating=0.00
Total Moving Energy(Estimated)=0.00
Speed limit fields (Partial days)
I Limit l Below I Above
0 130 (PSL) I 3610 100.0% I 0 0.0%