Ordinance 2022-26 ORDINANCE NO. 2022-26
AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, ALTERING THE PRIMA
FACIE SPEED LIMITS ESTABLISHED FOR VEHICLES UNDER THE
PROVISIONS OF TRANSPORTATION CODE, SECTION 545.356 UPON EAST
FARM TO MARKET HIGHWAY NO. 544 OR PARTS THEREOF,WITHIN THE
INCORPORATE LIMITS OF THE CITY OF WYLIE, AS SET OUT IN THIS
ORDINANCE; AND PROVIDING A PENALTY OF A FINE NOT TO EXCEED
$200.00 FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR
REPEALING, SAVINGS AND SEVERABILITY CLAUSES; PROVIDING FOR
AN EFFECTIVE DATE OF THIS ORDINANCE.
WHEREAS, Section 545.356 of the Texas Transportation Code, provides that whenever the
governing body of the City shall determine upon the basis of an engineering and traffic investigation that
any prima facie speed therein set forth is greater or less than is reasonable or safe under the conditions
found to exist at any intersection or other place or upon any part of a street or highway within the City of
Wylie, Texas,taking into consideration the width and condition of the pavement and other circumstances
on such portion of said street or highway, as well as the usual traffic thereon, said governing body may
determine and declare a reasonable and safe prima facie speed limit thereat or thereon by the passage of an
ordinance, which shall be effective when appropriate signs giving notice thereof are erected at such
intersection or other place or part of the street or highway; and
WHEREAS, the City Council of the City of Wylie, Texas ("Wylie") finds it is necessary for the
protection and safety for the citizens of Wylie to declare a reasonable and prudent speed for East Farm to
Market Highway No. 544 proceeding from Stone Road to County Line Road as set forth in the study
attached hereto as Exhibit"A" and incorporated for all purposes as if fully set forth herein.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
WYLIE,TEXAS:
SECTION 1: Findings Incorporated. The findings set forth above are incorporated into the body
of this Ordinance as if fully set forth herein.
SECTION 2: Establishment of Prima Facie Speed. Upon the basis of an engineering and traffic
investigation heretofore made as authorized by the provisions of Transportation Code, Section 545.356,the
prima facie speed limit of forty-five (45) miles per hour is hereby established for East Farm to Market
Highway No. 544 proceeding from Stone Road to County Line Road as reflected in the study attached
hereto as Exhibit"A"and incorporated for all purposes as if fully set forth herein.
SECTION 3: Placement of Signs. The City Manager or his/her designated representative is
hereby authorized and directed to cause the placement or replacement of signs on East Farm to Market
Highway No. 544 proceeding from Stone Road to County Line Road indicating the maximum speed
allowed. The signs shall be placed at the most advantageous points to be conspicuous to approaching
vehicular traffic. The sign shall be permanently affixed to a stationery post or installed on permanent
buildings or walls or as approved by the City Manager or his/her designated representative. The sign shall
in no way be obstructed from view, and shall comply with applicable state laws.
SECTION 4: Savings/Repealing Clause. All provisions of any ordinance in conflict with this
Ordinance are hereby repealed to the extent they are in conflict;but such repeal shall not abate any pending
prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being
Ordinance No.2022-26—Speed Limit Revision FM 544 Page 1 of 3
commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of
said ordinances shall remain in full force and effect.
SECTION 5: Severability. Should any section, subsection, sentence, clause, or phrase of this
Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly
provided that any and all remaining portions of this Ordinance shall remain in full force and effect. Wylie
hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase
thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases
be declared unconstitutional or invalid.
SECTION 6: Penalty Provision. Any person violating this Ordinance shall be deemed guilty of
a misdemeanor, and upon conviction thereof shall be fined a sum of not less than One Dollar($1.00) nor
more than Two Hundred Dollars ($200.00). Wylie retains all legal rights and remedies available to it
pursuant to local, state,and federal law.
SECTION 7: Effective Date. This Ordinance shall be effective upon its passage and publication
as required by law.
DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE,TEXAS,
on this 8th day of March,2022.
01
Matthew Porter, Mayor
ATTESTED TO AND AS TO FORM:
&' W
Stephanie Sto t, City Secretary
Date of Publication: March 16, 2022, in The Wylie News
Ordinance No.2022-26—Speed Limit Revision FM 544 Page 2 of 3
EXHIBIT"A"
Ordinance No.2022-26—Speed Limit Revision FM 544 Page 3 of 3
ARIZONA
TEXAS
NEW MEXICO
OKLAHOMA
:7m, Enanamnc
February 19, 2022
Mr.Joe Carter, P.E., CFM
Partner
Birkhoff, Hendricks&Carter, L.L.P.
11910 Greenville Ave,Suite 600
Dallas,Texas 75243
Re: SW Allen Boulevard Speed Zoning Study in Wylie, Texas
Dear Mr.Carter:
Lee Engineering has conducted an analysis of vehicular speeds along SW Allen Boulevard within the City of
Wylie. This letter report presents the results of our study.
SW Allen Boulevard is constructed as a four-lane divided concrete roadway between Stone Road and Alfred
Drive. It is a two-lane undivided asphalt roadway south of Alfred Drive in the City of Wylie. SW Allen
Boulevard is designated as a Secondary Thoroughfare (Type C) 100' R.O.W., 4-Lane roadway on the City of
Wylie 2018 Thoroughfare Plan. The existing speed limit along SW Allen Boulevard is 45 miles per hour(mph)
north of Twin Oaks Drive and 55 mph south of Twin Oaks Drive.
24 HOUR AUTOMATED SPEED DATA
Lee Engineering collected automated speed data using pneumatic tubes on Tuesday, December 14, 2021.
Speed data was gathered over a 24 hour period and then filtered to eliminate vehicles traveling less than four
seconds apart in order to better represent free flowing vehicles. The 24-hour speed data for SW Allen
Boulevard at each speed data location is provided in the appendix.
The four second headway filtered automated speed data is summarized in Table 1.
3030 LBJ Freeway,Suite 1660, Dallas,TX 75234
(972)248-3006 office(972)248-3855 fax I www.leeengineering.com Page 1 of 3
Table 1:24 Hour Automated Speed Data Summary—SW Allen Boulevard
Total isth 5oth 85th
Direction Location Vehicles Percentile Percentile Percentile
NB South of Chestnut 648 37 43 48
SB Hill Drive 618 36 42 47
NB South of 523 35 41 48
SB Collins Boulevard 511 33 42 49
NB North of 530 31 40 48
SB Alanis Drive 559 32 41 49
NB 587 34 43 49
SB South of Elm Drive 511 37 45 52
NB North of 495 36 42 47
SB Cold Stream Drive 440 40 45 51
TxDOT's Procedures for Establishing Speed Zones indicate that the speed limit for a section of roadway should
be set based upon the 85th percentile spot speed rounded to the nearest 5 mph increment. For instance, a
speed limit established based on an 85th percentile speed of 39 would typically be 40 mph. Other factors
such as the roadway geometric constraints, driveway density, pedestrian activity, development density and
crash history can be used to establish a speed zone at a speed lower than the rounded 85th percentile value.
Based on the 85th percentile alone, 50 mph would be an appropriate speed limit at SW Allen Boulevard.
There are residential land uses along the study roadway and the driveway density is high. There are sidewalks
along both sides of SW Allen Boulevard,from Stone Road tojust north of Alfred Drive. There are no sidewalks
along SW Allen Boulevard from Alfred Drive to County Line Road. Given these conditions,a lower speed limit
should be considered.
CRASH DATA
TxDOT's Procedures for Establishing Speed Zones allows consideration of lower speed limits for roadways
with crash rates higher than the average statewide traffic crash rates for similar roadways.
Forty(40) reported crashes were identified as having occurred over the past three (3)years along the study
roadway. Among these crashes there were:
• Seven (7)angle crashes;
• Sixteen (16) single vehicle crashes;
• Six(6)opposite direction—one straight, one left-turn crashes;
• Ten (10) rear end crashes; and
• One(1)same direction—both left turning crash.
There were twenty-four(24) non-injuries,ten(10) possible injuries,four(4)suspected minor injuries,one(1)
unknown injury,and one (1)suspected serious injury among these crashes.
The crash rate was determined for the northern divided section of SW Allen Boulevard and the southern
undivided section of SW Allen Boulevard and then compared to statewide average crash rates for similar
roadways. The statewide average crash rate per 100 million vehicle miles (MVM) for a two-lane, two-way
roadway in an urban area is 184.09 crashes. The statewide average crash rate per 100 MVM for a divided
roadway with four or more lanes in an urban area is 140.68 crashes.
LE Emunrcrivnc Page 2 of 3
The calculated crash rate for the divided roadway segment is 197 crashes per 100 MVM. The calculated crash
rate for the undivided roadway segment is 248 crashes per 100 MVM. Both of these are above the statewide
average crash rate and supports the consideration to lower speed limits along the study section of SW Allen
Boulevard. The estimated crash rates for SW Allen Boulevard and the TxDOT Statewide Traffic Crash Rates
are provided in the appendix
The spot speed data collected indicates that the existing 85th percentile speeds along SW Allen Boulevard
support a 50 mph speed limit at all data collection locations. However, the calculated crash rates along the
study roadway supports the consideration for a 45 mph speed limit. An alternate approach for setting speed
limits was developed by the Federal Highway Administration (FHWA). The FHWA USLIMITS2 website for
speed limit recommendations recommends a 40 mph speed limit based on the calculated crash rates along
the study roadway.
RECOMMENDATION
Based on our review of collected speed data and available crash data, Lee Engineering recommends that the
speed limit be set at 45 mph along SW Allen Boulevard from Stone Road to County Line Road.
If you have any questions about this letter, please feel free to call me at your convenience at 972.248.3006.
Sincerely,
Digitally signed by Joseph
T Short
/ �- Date:2022.02.1914:31:36
06'00'
Joseph T.Short, P.E., PTOE
President
Lee Engineering
TBPE Firm F-450
LEE menrcronc Page 3 of 3
GRAM Traffic North Texas, Inc. Page 1
1120 W Lovers Lane FM 544 N OF ALANIS DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0100
0200 ,
0300
04:00
0500
0600
07:00
0800 ,
09:00
1000 0 0 0 8 20 18 26 23 8 2 1 0 0 0 106 48 53
11:00 0 0 1 11 29 18 33 30 7 1 0 0 0 0 130 48 51
12 PM 0 0 2 6 32 22 39 20 11 0 0 0 0 0 132 47 51
13:00 0 0 2 14 33 29 42 32 9 0 1 0 0 0 162 47 51
Total 0 0 5 39 114 87 140 105 35 3 2 0 0 0 530
Percent 0.0% 0.0% 0.9% T4% 21.50/6 16.40/6 26.4% 19.8% 6.6% 0.6% 0.4% 0.0% 0.0% 0.0% _
AM Peak 11:00 11:00 1100 1000 1100 1100 10:00 10:00 10:00 11:00
Vol. 1 11 29 18 33 30 8 2 1 130
PM Peak 12:00 1300 1300 1300 13:00 1300 1200 1300 1300
Vol. 2 14 33 29 42 32 11 1 162
Total 0 0 5 39 114 87 140 105 35 3 2 0 0 0 530
Percent 0.0% 0.0% 0.9% 7.4% 21.5% 16.4% 26 4% 19 8% 6.6% 0 6% 0.4% 0.0% 0.0% 0 0%
15th Percentile 31 MPH
50th Percentile. 40 MPH
85th Percentile 48 MPH
95th Percentile 51 MPH
Stats 10 MPH Pace Speed 41-50 MPH
Number in Pace 245
Percent in Pace 46.2%
Number of Vehicles>55 MPH 5
Percent of Vehicles>55 MPH 0.9%
Mean Speed(Average) 41 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 N OF ALANIS DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
SB
Start 1 16 21 26 31 36 41 4-6--51 56 61 66 71 76 BSth 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21 ------ , .--- ,
01:00
0200
0400
0500
06:00 ,
0700
0800
0900
1000 0 0 0 8 31 27 32 31 15 3 0 0 0 0 147 49 53
11:00 0 0 0 7 29 22 19 35 9 4 1 0 0 0 126 49 54
12 PM 0 0 1 12 31 25 23 33 14 6 0 0 0 0 145 49 54
1300 0 0 3 5 22 21 28 40 18 4 0 0 0 0 141 50 54
Total 0 0 4 32 113 95 102 139 56 17 1 0 0 0 559
Percent 0.0% 0.0% 0.7% 5.7% 20.2% 17.0% 18.2% 24.9% 1 0.0% 3.0% 0.2% 0.0% 0.0% 0.0%
AM Peak 1000 1000 1000 1000 1100 10:00 11:00 11:00 1000
Vol 8 31 27 32 35 15 4 1 147
PM Peak 13:00 12:00 12:00 12:00 13:00 13:00 13:00 12:00 1200
Vol. 3 12 31 25 - 28 40 18 6 145
Total 0 0 4 32 113 95 102 139 56 17 1 0 0 0 559
Percent 0.0% 0.0% 0.7% 5.7% 20.2% 17.0% 18.2% 24.9% 10.0% 3.0% 0.2% 0.0% 0.0% 0.0%
15th Percentile: 32 MPH
50th Percentile: 41 MPH
85th Percentile 49 MPH
95th Percentile: 54 MPH
Stats 10 MPH Pace Speed: 41-50 MPH
Number in Pace: 241
Percent in Pace 43.1%
Number of Vehicles>55 MPH: 18
Percent of Vehicles>55 MPH: 3.2%
Mean Speed(Average): 42 MPH
GRAM Traffic North Texas, Inc. Page 3
1120 W Lovers Lane FM 544 N OF ALANIS DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB SB
Stan 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0200 ,
03:00
04:00
05:00
0600 ,
07:00
0800 ,
0900
1000 0 0 0 16 51 45 58 54 23 5 1 0 0 0 253 49 53
11:00 0 0 1 18 58 40 52 65 16 5 1 0 0 0 256 48 52
12 PM 0 0 3 18 63 47 62 53 25 6 0 0 0 0 277 49 53
1300 0 0 5 19 55 50 70 72 27 4 1 0 0 0 303 49 53
Total 0 0 9 71 227 182 242 244 91 20 3 0 0 0 1089
Percent 0.0% 0.0% 0.8% 6.5% 20.8% 16.7% 22.2% 22.4% 8.4% _1.8% 0.3% 0.0% 0.0% 0.0%
AM Peak 11:00 1100 11:00 1000 1000 11.00 10:00 10:00 1000 11:00
Vol. 1 18 58 45 58 65 23 5 1 256
PM Peak 1300 1300 12:00 1300 13:00 1300 13:00 1200 1300 1300
Vol. 5 19 63 50 70 72 27 6 1 303
Total 0 0 9 71 227 182 242 244 91 20 3 0 0 0 1089
Percent 0.0% 0.0% 0.8% 6.50/6 20.80A 16.7% 22.2% 22.4% 8.4% 1.8% 0.3% 0.0% 0.0% 0.0%
15th Percentile: 31 MPH
50th Percentile 41 MPH
85th Percentile 48 MPH
95th Percentile. 53 MPH
Stats 10 MPH Pace Speed 41-50 MPH
Number in Pace 486
Percent in Pace 44.6%
Number of Vehicles>55 MPH 23
Percent of Vehicles>55 MPH 2 1%
Mean Speed(Average) 41 MPH
GRAM Traffic North Texas, Inc. Page 1
1120 W Lovers Lane FM 544 N OF COLD STREAM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB_
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0200
03:00
0400
05:00
0600
0700
0800
0900
1000 1 0 2 1 a 30 41 25 4 1 0 0 0 0 113 47 49
11:00 0 0 0 4 6 25 37 28 2 1 0 0 0 0 103 47 49
12 PM 0 0 0 2 7 23 60 33 5 1 0 1 0 0 132 48 50
13:00 0 0 0 3 13 32 50 41 5 3 0 0 0 0 147 48 50
Total 1 0 2 10 34 110 188 127 16 6 0 1 0 0 495 _
_Percent 02% 0.0% 0.4% 2.0% 6.9% 22.2% 38.0% 25.7% 3.2% 1.2% 0.0% 0.2% 0.0% 0.0%
AM Peak 10:00 1000 11:00 1000 1000 1000 11:00 1000 1000 10.00
Vol.- 1 2 4 8 30 41 28 4 1 113
PM Peak 1300 1300 1300 1200. 1300 1200 1300 12:00 1300
Vol. 3 13 32 60 41 5 3 1 147
Total 1 0 2 10 34 110 188 127 16 6 0 1 0 0 495
Percent 0.2% 0.0% 0.4% 2.0% 6.9% 22.2% 38.0% 25.7% 3.2% 1.2% 0.0% 0.2% 0.0% 0.0%
15th Percentile: 36 MPH
50th Percentile 42 MPH
85th Percentile: 47 MPH
95th Percentile 49 MPH
Stats 10 MPH Pace Speed: 41-50 MPH
Number in Pace: 315
Percent in Pace. 63.6%
Number of Vehicles>55 MPH: 7
Percent of Vehicles>55 MPH 1.4%
Mean Speed(Average) 43 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 N OF COLD STREAM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
SB _
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
01:00 ,
0200
03:00
0400
05:00 ,
0600 ,
07:00
0800 ,
1000 0 0 0 1 2 11 36 32 21 2 0 0 0 0 105 51 54
11:00 0 0 0 0 4 17 28 39 10 3 1 0 0 0 102 49 54
12 PM 0 1 0 0 3 15 36 32 23 5 0 0 0 0 115 52 54
1300 0 0 0 1 0 8 39 51 18 1 0 0 0 0 118 50 53
Total 0 1 0 2 9 51 139 154 72 11 _ 1 0 0 0 440
Percent 0.0% 0.2% 0.0% 0.5% 2.0% 11.6% 31.6% 35.0% 16.4% 2.5% 0.2% 0.0% 0.0% 0.0%
AM Peak 10.00 11:00 11:00 1000 11:00 1000 11:00 11:00 1000
Vol. _ 1 4 17 36 39 21 3 1 _ 105
PM Peak 1200 13:00 12:00 12:00 1300 13.00 12:00 12:00 1300
Vol. 1 1 3 15 39 51 23 5 118
Total 0 1 0 2 9 51 139 154 72 11 1 0 0 0 440
Percent 0.0% 0.2% 0.0% 0.5% 2.0% 1 1 6% 31.6% 35.0% 16.4% 2 5% 0.2% 0 0% 0 0% 0.0%
15th Percentile: 40 MPH
50th Percentile: 45 MPH
85th Percentile: 51 MPH
95th Percentile: 54 MPH
Stats 10 MPH Pace Speed 41-50 MPH
Number in Pace: 293
Percent in Pace: 66 6%
Number of Vehicles>55 MPH 12
Percent of Vehicles>55 MPH 2.7%
Mean Speed(Average) 46 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 N OF COLD STREAM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB SB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
_12/14/21
01:00
0200
0300
04:00
05:00
0600
0700
0800
09:00 , , , , , ,
1000 1 0 2 2 10 41 77 57 25 3 0 0 0 0 218 49 53
11:00 0 0 0 4 10 42 65 67 12 4 1 0 0 0 205 48 52
12 PM 0 1 0 2 10 38 96 65 28 6 0 1 0 0 247 49 54
13:00 0 0 0 4 13 40 89 92 23 4 0 0 0 0 265 49 52
Total _ 1 1 2 12 43 161 327 281 88 17 1 1 0 0 935 _
Percent _ 0.1% 0.1% 0.2% 1.3% 4.61/6 1.7.2% _35.0% __30.1% 9.4% 1.8% 0.1% 0.1% 0 0% 0 0%
AM Peak 10.00 10:00 11:00 10:00 1100 10:00 11:00 10:00 11:00 11:00 1000
Vol. 1 2 4 10 42 77 67 25 4 1 218
PM Peak 12:00 13:00 1300 13:00 1200 1300 1200 1200 12:00 1300
_Vol 1 4 _ 13 40 96 92 28 6 1 265
Total 1 1 2 12 43 161 327 281 88 17 1 1 0 0 935
Percent 0.1% 0.1% 0.2% 1.3% 4.6% 17.2% 35.0% 30.1% 9.4% 1.8% 0.1% 0.1% 0.0% 0.0%
15th Percentile: 37 MPH
50th Percentile 43 MPH
85th Percentile 49 MPH
95th Percentile: 53 MPH
Slats 10 MPH Pace Speed: 41-50 MPH
Number in Pace: 608
Percent in Pace 65 0%
Number of Vehicles>55 MPH 19
Percent of Vehicles>55 MPH 2.0%
Mean Speed(Average). 44 MPH
GRAM Traffic North Texas, Inc. Page 1
1120 W Lovers Lane FM 544 S OF CHESTNUT HILL DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0100
0200
0300
0400
0500
0600
0800 ,
09.00
10 00 0 0 0 0 2 19 51 54 7 1 0 0 0 0 134 48 50
1100 0 0 1 5 7 31 72 34 17 1 0 0 0 0 168 48 52
12 PM 0 1 0 1 7 29 74 40 10 1 0 0 0 0 163 48 51
13:00 0 0 0 2 7 28 71 59 9 6 0 0 1 0 183 49 53
Total 0 1 1 8 23 107 268 187 43 9 0 0 1 0 648
Percent 0.0% 0 2% 0.2% 1.2% 3.5% 16.5% 41.4% 28 9% 6.6% 1.4% 0.0% 0.0% 0.2% 0.0% _
AM Peak 1100 11:00 11:00 1100 11:00 1000 11:00 1000 11:00
Vol. 1 5 7 31 72 54 17 1 168
PM Peak 12:00 13.00 12:00 1200 12:00 13.00 12:00 1300 13:00 1300
Vol. 1 2 7 29 74 59 10 6 1 183
Total 0 1 1 8 23 107 268 187 43 9 0 0 1 0 648
Percent 0.0% 02% _0.2% 1.2% 3.5% 16.5% 41.4% 28.9% 6.6% 1.4% 0.0% 0.0% 0.2% 0.0%
15th Percentile: 37 MPH
50th Percentile 43 MPH
85th Percentile: 48 MPH
95th Percentile: 52 MPH
Stats 10 MPH Pace Speed 41-50 MPH
Number in Pace: 455
Percent in Pace_. 70.2%
Number of Vehicles>55 MPH: 10
Percent of Vehicles>55 MPH 1,5%
Mean Speed(Average) 44 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 S OF CHESTNUT HILL DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
SB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
_ Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21 ----- , , --- --- ,
0200 ,
0400
05:00
0600
07.00
08.00
09.00
10:00 0 0 0 3 9 52 48 24 2 1 0 0 0 0 139 46 49
11:00 1 0 1 4 6 42 54 26 5 1 0 0 0 0 140 47 49
12 PM 0 0 0 3 11 35 68 35 8 1 0 0 0 0 161 47 50
13:00 0 0 0 2 4 31 83 44 11 3 0 0 0 0 178 48 52
Total 1 0 1 12 30 160 253 _129 26 6 0 0 0 0 618
Percent 0.2% 0.0% 0.2% 1.9% 4.9% 25.9% 40.9% 20.9% 4.2% 1.0% 0.0% 0.0% 0.0% 0.0%
AM Peak 11:00 11:00 1100 1000 1000 11:00 1100 11:00 10:00 11:00
Vol. 1 1 4 9 _ 52 54 26 5 1 140
PM Peak 1200 1200 1200 13:00 13:00 13:00 13:00 13:00
Vol. _ 3 11 35 83 44 11 3 178
Total 1 0 1 12 30 160 253 129 26 6 0 0 0 0 618
Percent 0.2% 0.0% 0.2% 1.9% 4.91/6 25.9% 40.9% 20.9% 4.2% 1.0% 0.0% 0-0% 0.0% 0.0%
15th Percentile: 36 MPH
50th Percentile: 42 MPH
85th Percentile 47 MPH
95th Percentile 50 MPH
Stats 10 MPH Pace Speed 36-45 MPH
Number in Pace 413
Percent in Pace 66 8%
Number of Vehicles>55 MPH: 6
Percent of Vehicles>55 MPH: 1.0%
Mean Speed(Average): 42 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 S OF CHESTNUT HILL DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB SB _
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 _ 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0100
0200
03:00
0400
05:00
0600
0700
0800
09:00 , ,
1000 0 0 0 3 11 71 99 78 9 2 0 0 0 0 273 48 49
11:00 1 0 2 9 13 73 126 60 22 2 0 0 0 0 308 48 51
12 PM 0 1 0 4 18 64 142 75 18 2 0 0 0 0 324 48 51
1100 0 0 0 4 11 59 154 103 20 9 0 0 1 0 361 48 52
Total 1 1 2 20 53 267 521 316 69 15 0 0 1 0 1266
Percent 0.1% 0.1% 0.2% 1.6% 4.2% 21.1% 41.2% 25.0% 5.5% 12% 0.0% 0.0% 0.1% 0.0% _
AM Peak 11:00 1100 11:00 11:00 11:00 1100 1000 1100 1000 1100
Vol. 1 2 9 13 73 126 78 22 2 308 _
PM Peak 1200 12:00 12:00 1200 1300 1300 13.00 13.00 13.60 1300
Vol. 1 4 18 64 154 103 20 9 1 361
Total 1 1 2 20 53 267 521 316 69 15 0 0 1 0 1266
Percent 0.1% 0.1% 02% 1.6% _ 4.21/6 21.1% 41.2% 25.0% 5.5% 1.2% 0.0% 0.0% 0.1% 0.0%
15th Percentile: 37 MPH
50th Percentile 42 MPH
BSth Percentile: 48 MPH
95th Percentile. 51 MPH
Stats 10 MPH Pace Speed: 41-50 MPH
Number in Pace 837
Percent in Pace 66.1%
Number of Vehicles>55 MPH 16
Percent of Vehicles>55 MPH: 1.3%
Mean Speed(Average) 43 MPH
GRAM Traffic North Texas, Inc. Page 1
1120 W Lovers Lane FM 544 S OF COLLINS BLVD-SPEED W 4 SEC FILTER
Arington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
_ Time _ 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21 , -------- ---
0200
0300
04:00
0600 ,
0700
0800
0900
10:00 0 0 0 0 12 18 41 18 6 0 0 0 0 0 95 47 51
11:00 0 0 1 5 13 36 51 26 6 0 0 0 0 0 139 47 50
12 PM 0 0 0 5 13 30 50 27 10 0 0 0 0 0 135 48 51
13:00 0 1 0 1 16 33 56 34 12 1 0 0 0 0 154 48 52
_Total _ 0 1 1 11 54 117 198 104 36 1 0 0 0 0 523
Percent 0.0% 0.2% 0.2% 2.1% 10.3% 22.4% 37 9% 19.9% 6.9% 0.2% 0.0% 0.0% 0.0% 0.0%
AM Peak 11:00 1100 11:00 11:00 1100 11:00 11:00 1100
_ Vol. 1 5 13 36 51 25 8 139
PM Peak 13.00 1200 1300 1300 1300 1300 1300 1300 1300
Vol. 1 5 16 33 56 34 12 1 154
Total 0 1 1 11 54 117 198 104 36 1 0 0 0 0 523
Percent 0.0% 0.2% 0.2% 2.1% 10.3% 22 4% 37.9% 19.9% 6.9% 0.2% 0.0% 0.0% 0.0% 0.0%
15th Percentile: 35 MPH
50th Percentile: 41 MPH
85th Percentile: 48 MPH
95th Percentile: 51 MPH
Stats 10 MPH Pace Speed: 36-45 MPH
Number in Pace 315
Percent in Pace 60.2%
Number of Vehicles>55 MPH: 1
Percent of Vehicles>55 MPH: 0.2%
Mean Speed(Average): 42 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 S OF COLLINS BLVD-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
SB
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
0100
0200
0300
04 00
05:00
0600
07:00 ,
0800
0900
1000 0 0 0 4 23 28 34 25 1s 2 0 0 0 0 131 49 53
11:00 1 0 0 6 20 20 30 31 4 5 0 0 0 0 117 48 53
12 PM 0 0 1 0 22 22 39 35 11 2 0 0 0 0 132 49 52
13:00 0 0 1 2 13 22 31 43 12 6 1 0 0 0 131 49 55
Total 1 0 2 12 78 92 134 134 42 15 1 0 0 0 511
Percent 0.2% 0.0'h 0.4% 2.3% 15.3% 18.0% 26.2% 26.2% 82% 2.9% 0.2% 0.0% 0.0% 0 0%
AM Peak 1100 11:00 1000 10:00 10:00 11-.00 1000 11:00 1000
Vol. 1 6 23 28 34 31 15 5 131
PM Peak 1200 13:00 1200 1200. 12:00 13:00 13:00 1300 1300 1200
Vol. 1 2 22 22 39 43 12_ 6 1 132
Total 1 0 2 12 78 92 134 134 42 15 1 0 0 0 511
Percent 0.2% 0.0% 0A% 2.3% 153% 18.0% 26.2% 262% 8.2% 2.9% 0.2% 0.0% 0.0% 0.0%
15th Percentile: 33 MPH
50th Percentile: 42 MPH
85th Percentile 49 MPH
95th Percentile: 53 MPH
Stats 10 MPH Pace Speed. 41-50 MPH
Number in Pace 268
Percent in Pace. 52 4%
Number of Vehicles>55 MPH 16
Percent of Vehicles>55 MPH 3.1%
Mean Speed(Average) 43 MPH
GRAM Traffic North Texas, Inc. Page 3
1120 W Lovers Lane FM 544 S OF COLLINS BLVD-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB SB _ _
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 _ 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
01:00
0200
0400
0500
0600
07:00
0800
09,00
1000 0 0 0 4 35 46 75 43 21 2 0 0 0 0 226 48 52
11:00 1 0 1 11 33 56 81 56 12 5 0 0 0 0 256 48 51
12 PM 0 0 1 5 35 52 89 62 21 2 0 0 0 0 267 48 52
1300 0 1 1 3 29 55 87 77 24 7 1 0 0 0 285 49 53
Total 1 1 3 23 132 209 332 238 78 16 1 0 0 0 1034
Percent 0.1% 0.1% 0.3% 2.2% 12.8% 20.2% 32.1% 23.0% 7.5% 1.5% 0.1% 0.0% 0.0% 0.0%
AM Peak 11:00 11:00 1100 10:00 1100 11:00 1100 10:00 11:00 1100
Vol. 1 1 11 35 56 81 56 21 5 256
PM Peak 1300 1200 1200 12:00 1300 1200 1300 1300 1300 1300 1300
Vol. _ 1 1 5 35 55 89 77 24 7 1 285
Total 1 1 3 23 132 209 332 238 78 16 1 0 0 0 1034
Percent 0.1% 0.1% 0.3% 22% 12.8% 20.2% 32.1% 23.0% 7.5% 1.5% 0.1% 0.0% 0.0% 0.0%
15th Percentile 34 MPH
50th Percentile 42 MPH
85th Percentile 48 MPH
95th Percentile 52 MPH
Slats 10 MPH Pace Speed 41-50 MPH
Number in Pace: 570
Percent in Pace 55.1%
Number of Vehicles>55 MPH: 17
Percent of Vehicles>55 MPH: 1.6%
Mean Speed(Average) 42 MPH
GRAM Traffic North Texas, Inc. Page 1
1120 W Lovers Lane FM 544 S OF ELM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB Start 1 16 21 26 31 36 41 46 51 -56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12114/21
01:00
0200
03:00
05 DO
0600
OT00
0800
0900
1000 0 0 0 7 15 21 38 32 16 2 0 0 0 0 131 49 53
11.00 0 0 0 6 12 24 39 44 10 3 0 0 0 0 138 49 53
12 PM 0 0 0 4 16 22 35 47 15 6 1 0 0 0 146 50 54
13:00 0 0 0 8 27 26 49 39 18 3 1 1 0 0 172 49 54
Total 0 0 0 25 70 93 161 162 59 14 2 1 0 0 587 _
Percent 0.0% 0 0% 0.0% 4.3% 11.9% 15.8% 27.4% 27.6%__ 10.1% 2 4% 0.3% 0.2% 0.0% 0.0% _
AM Peak 1000 10:00 11:00 11:00 1100 10:00 1100 1100
Vol. 7 15 24 39 44 16 3 138
PM Peak 1300 13:00 1300 1300 12 00 1300 12 00 12:00 13:00 1300
Vol. 8 27 26 49 47 18 6_ 1 1 172
Total 0 0 0 25 70 93 161 162 59 14 2 1 0 0 587
Percent 0.0% 0.0% 0.0% 4.3% 11.9% 15.8% 27.4% 27.6% 10.1% 2.4% 0.3% 0.2% 0.0% 0.0%
15th Percentile 34 MPH
50th Percentile: 43 MPH
85th Percentile. 49 MPH
95th Percentile 53 MPH
Stats 10 MPH Pace Speed 41-50 MPH
Number in Pace 323
Percent in Pace 55.0%
Number of Vehicles>55 MPH 17
Percent of Vehicles>55 MPH: 2.9%
Mean Speed(Average) 43 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 S OF ELM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
SB _
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 _55 _-60 65 _ 70 75 999 Total Percent Percent
12/14/21
0100
0200 ,
04:00
0600 ,
07:00
0800
1000 0 0 0 3 8 15 33 39 23 3 1 0 0 0 125 51 54
11:00 0 0 0 0 8 15 34 36 18 5 1 0 0 0 117 51 55
12 PM 0 0 0 2 10 17 39 33 29 8 0 0 0 0 138 52 55
13:00 0 0 0 4 14 11 31 38 29 4 0 0 0 0 131 52 54
Total 0 _ 0 0 9 40 58 137 146 99 20 2 0 0 0 511
Percent 0 0% 0_0% 0.0% 1.8% 7.8% 11.4% 26.8% 28.6% 19.4% 3.9% 0.4% 0.0% 0.0% 0.0%
AM Peak 10:00 10:00 10:00 11:00 10:00 10:00 11:00 1000 1000
Vol 3 8 15 34 39 23 5 1 125
PM Peak 1300 1300 1200 12:00 13:00 1200 1200 12:00
Vol. 4 14 17 39 38 29 8 138
Total 0 0 0 9 40 58 137 146 99 20 2 0 0 0 511
Percent 0.0% 0.0% 0.0% 1.89/6 7.89/6 11.4% 26.8% 28.6% 19.4% 3.9% 0A% 0.0% 0.0% 0.0%
15th Percentile: 37 MPH
50th Percentile: 45 MPH
85th Percentile 52 MPH
95th Percentile 54 MPH
Stats 10 MPH Pace Speed: 41-50 MPH
Number in Pace: 283
Percent in Pace: 55.4%
Number of Vehicles>55 MPH: 22
Percent of Vehicles>55 MPH 4.3%
Mean Speed(Average). 45 MPH
GRAM Traffic North Texas, Inc. Page
1120 W Lovers Lane FM 544 S OF ELM DR-SPEED W 4 SEC FILTER
Arlington,TX 76013 Longitude:0'0.0000 East
Station ID:
Latitude:0'0.0000 South
NB SB _
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent
12/14/21
01:00 ,
0200 ,
0300 ,
04:00 ,
05:00 ,
0600
07,00 ,
0800
0900
1000 0 0 0 10 23 36 71 71 39 5 1 0 0 0 256 50 54
11:00 0 0 0 6 20 39 73 80 28 8 1 0 0 0 255 49 54
12 PM 0 0 0 6 26 39 74 80 44 14 1 0 0 0 284 51 55
1300 0 0 0 12 41 37 80 77 47 7 1 1 0 0 303 51 54
Total 0 0 0 34 110 151 298 308 158 34 4 1 _ 0 0 1098
Percent 0.0%_ 0.0% 0.0% 3.1% 10.0% 13.8% 27.1% 28.1% 14.4% 3.1% 0.4% 0.1% 0.0% 0.0%
AM Peak 10:00 10:00 11:00 11:00 11:00 1000 11:00 10.00 1000
Vol. 10 23 39 73 80 39 8 1 256
PM Peak 13:00 1100 1200 13:00 1200. 1300 1200 12:00 13:00 1300
Vol. 12 41 39 80 80 47 14 1 1 303
Total 0 0 0 34 110 151 298 308 158 34 4 1 0 0 1098
Percent 0.0% 0.0% 0.0% 3.1% 10.01/6 13.8% 27.1% 28.1% 14.4% 3.1% 0.4% 0.1% 0.0% 0.0%
15th Percentile 35 MPH
50th Percentile. 44 MPH
85th Percentile: 51 MPH
95th Percentile: 54 MPH
Stats 10 MPH Pace Speed: 41-50 MPH
Number in Pace 606
Percent in Pace 55.2%
Number of Vehicles>55 MPH 39
Percent of Vehicles>55 MPH: 3.6%
Mean Speed(Average): 44 MPH
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STATEWIDE TRAFFIC
texas CRASH RATES
Department
of Transportation
By Highway System
Traffic Crashes
Highway System per 100 million vehicle miles
Rural Urban
Interstate 49.33 127.94
US Highway 61.91 169.27
State Highway 79.92 188.41
Farm-to-Market 112.67 213.86
By Road Type
Traffic Crashes
Road Type per 100 million vehicle miles
Rural Urban
2 lane, 2 way 90.42 184.09
4 or more lanes, 52.76 140.68
divided
4 or more lanes, 87.76 271.82
undivided
lnformaGon contained in this report represents reportable data collected from Texas Peace Officer's Crash Reports(CR-3)
received and processed by the Department as of Apnl 13,2021.
USLIMITS2 Speed Zoning Report
Project Overview
Project Name: SW Allen Blvd
Analyst: LEE Engineering Date: 2022-01-04
Basic Project Information Crash Data Information
Route Name: SW Allen Blvd Crash Data Years: 3.00
State: Texas Crash AADT: 8500 veh/day
County: Collin County Total Number of Crashes: 40
City: Wylie city Total Number of Injury Crashes: 16
Route Type: Road Section in Developed Area Section Crash Rate: 287 per 100 MVM
Route Status: Existing Section Injury Crash Rate: 115 per 100 MVM
Crash Rate Average for Similar Roads: 184
Roadway Information Injury Rate Average for Similar Roads: 76
Section Length: 1.5 mile(s)
Statutory Speed Limit: 30 mph Traffic Information
Existing Speed Limit: 55 mph 85th Percentile Speed: 47 mph
Adverse Alignment: No 50th Percentile Speed: 41 mph
One-Way Street: No AADT: 8500 veh/day
Divided/Undivided: Undivided On Street Parking and Usage: Not High
Number of Through Lanes: 2 Pedestrian / Bicyclist Activity: Not High
Area Type: Residential-Collector/Arterial
Number of Driveways: 25
Number of Signals: 0
Recommended Speed Limit: SPEED
LIMIT
40
Note:The final recommended speed limit is higher than the 30 mph statutory speed limit for this type of road. An
engineering study such as the one carried out with USLIMITS is usually required to set a speed limit above the
statutory limit.
Note:The section crash rate of 287 per 100 MVM is above the critical rate (247). The injury crash rate for the
section of 115 per 100 MVM is more than 30 percent above the average for similar roads (76) but below the critical
rate (118). A comprehensive crash study should be undertaken to identify engineering and traffic control
deficiencies and appropriate corrective actions. The speed limit should only be reduced as a last measure after all
other treatments have either been tried or ruled out.
Disclaimer: The U.S. Government assumes no liability for the use of the information contained in this report. This
report does not constitute a standard, specification, or regulation.
Equations Used in the Crash Data Calculations
Exposure (M)
M = (Section AADT * 365 * Section Length * Duration of Crash Data) / (100000000)
M = (8500 * 365 * 1.5 * 3.00) / (100000000)
M = 0.1396
Crash Rate (Rc)
Rc = (Section Crash Average * 100000000) / (Section AADT * 365 * Section Length)
Rc = (13.33 * 100000000) / (8500 * 365 * 1.5)
Rc = 286.51 crashes per 100 MVM
Injury Rate (Ri)
Ri = (Section Injury Crash Average * 100000000) / (Section AADT * 365 * Section Length)
Ri = (5.33 * 100000000) / (8500 * 365 * 1.5)
Ri = 114.60 injuries per 100 MVM
Critical Crash Rate (Cc)
Cc = Crash Average of Similar Sections + 1.645 * (Crash Average of Similar Sections/ Exposure) ^ (1/2) + (1 /
(2 * Exposure))
Cc = 184.09 + 1.645 * (184.09 / 0.1396) ^ (1/2) + (1 / (2 * 0.1396))
Cc = 247.40 crashes per 100 MVM
Critical Injury Rate (Ic)
Ic = Injury Crash Average of Similar Sections + 1.645 * (Injury Crash Average of Similar Sections/ Exposure) ^
(1/2) + (1 / (2 * Exposure))
Ic = 76.11 + 1.645 * (76.11 / 0.1396) A (1/2) + (1 / (2 * 0.1396))
Ic = 118.10 injuries per 100 MVM
USLI M ITS2 Speed Zoning Report
Project Overview
Project Name: SW Allen Blvd
Analyst: LEE Engineering Date: 2022-01-04
Basic Project Information Crash Data Information
Route Name: SW Allen Blvd Crash Data Years: 3.00
State: Texas Crash AADT: 8500 veh/day
County: Collin County Total Number of Crashes: 40
City: Wylie city Total Number of Injury Crashes: 16
Route Type: Road Section in Developed Area Section Crash Rate: 287 per 100 MVM
Route Status: Existing Section Injury Crash Rate: 115 per 100 MVM
Crash Rate Average for Similar Roads: 141
Roadway Information Injury Rate Average for Similar Roads: 78
Section Length: 1.5 mile(s)
Statutory Speed Limit: 30 mph Traffic Information
Existing Speed Limit: 55 mph 85th Percentile Speed: 47 mph
Adverse Alignment: No 50th Percentile Speed: 41 mph
One-Way Street: No AADT: 8500 veh/day
Divided/Undivided: Divided On Street Parking and Usage: Not High
Number of Through Lanes: 4 Pedestrian / Bicyclist Activity: Not High
Area Type: Residential-Collector/Arterial
Number of Driveways: 25
Number of Signals: 0
Recommended Speed Limit: SPEED
LIMIT
40
Note:The final recommended speed limit is higher than the 30 mph statutory speed limit for this type of road. An
engineering study such as the one carried out with USLIMITS is usually required to set a speed limit above the
statutory limit.
Note:The section crash rate of 287 per 100 MVM is above the critical rate (196). The injury crash rate for the
section of 115 per 100 MVM is more than 30 percent above the average for similar roads (78) but below the critical
rate (120). A comprehensive crash study should be undertaken to identify engineering and traffic control
deficiencies and appropriate corrective actions. The speed limit should only be reduced as a last measure after all
other treatments have either been tried or ruled out.
Disclaimer: The U.S. Government assumes no liability for the use of the information contained in this report. This
report does not constitute a standard, specification, or regulation.
Equations Used in the Crash Data Calculations
Exposure (M)
M = (Section AADT * 365 * Section Length * Duration of Crash Data) / (100000000)
M = (8500 * 365 * 1.5 * 3.00) / (100000000)
M = 0.1396
Crash Rate (Rc)
Rc = (Section Crash Average * 100000000) / (Section AADT * 365 * Section Length)
Rc = (13.33 * 100000000) / (8500 * 365 * 1.5)
Rc = 286.51 crashes per 100 MVM
Injury Rate (Ri)
Ri = (Section Injury Crash Average * 100000000) / (Section AADT * 365 * Section Length)
Ri = 5.33 * 100000000) / (8500 * 365 * 1.5)
Ri = 114.60 injuries per 100 MVM
Critical Crash Rate (Cc)
Cc = Crash Average of Similar Sections + 1.645 * (Crash Average of Similar Sections/ Exposure) ^ (1/2) + (1 /
(2 * Exposure))
Cc = 140.68 + 1.645 * (140.68/ 0.1396) ^ (1/2) + (1 / (2 * 0.1396))
Cc = 196.48 crashes per 100 MVM
Critical Injury Rate (Ic)
Ic = Injury Crash Average of Similar Sections + 1.645 * (Injury Crash Average of Similar Sections/ Exposure) ^
(1/2) + (1 / (2 * Exposure))
Ic = 77.94 + 1.645 * (77.94/ 0.1396) ^ (1/2) + (1 / (2 * 0.1396))
Ic = 120.39 injuries per 100 MVM
C&S'
ITI),'9farmrn4)1IIC 2rn'.rt M irphy h1nniti_1r • Thv; II rill ceLrin IIeraid +a,'h.. ,Nc , • 'rI]F WY[.IE NFWS
STATE OF TEXAS
COUNTY OF COLLIN
Before me, the undersigned authority, on this day personally appeared Chad Engbrock,
publisher of C & S Media, dba The Wylie News, a newspaper regularly published in
Collin County, Texas and having general circulation in Collin County, Texas, and being
in compliance with Section 2051.044, Texas Government Code (a); (1), (2), (3) and (4),
who being by me duly sworn, deposed and says that the foregoing attached;
City of Wylie
Legal Notice— Ordinance No. 2022-25; Ordinance No. 2022-26;
and Ordinance No. 2022-27
was published in said newspaper on the following date(s), to-wit:
March 16, 2022
Chad Engbrock, Publisher
Subscribed and sworn before me on this, the 171h day of March, 2022, to certify which
witness my hand and seal of office.
dr U
Notary Pub is in and o
�)
tp�PV, SONIA A DUGGAN The State of Texas
Notary ID#126646343
My Commission Expires
August 12, 2024 My commission expires 08/12/2024.
11ur1 lit ti;i,h c'\4`�lic()ll'iCL• 10\' i3ahani•1`.(1.lioc}h l-y1 ylir, f r'�U9K•472-<t-I -?�I
I urns r, iflr'i'rin.::lnn Ullirr• 101 •�)72-'S4-097
Ordlwce
I CITY OF WYLIE 1 No..,2022 77
O+rdiauace
Ordinance No.2022-26 An Ordinillce Of The
No.2022-25 City Of. Vylie, Texas,
An Ordinance Of The Amendin( The Com-
An Ordinance Of The City Of,Wylie, Texas, prmhensiv�Zoning Or-
City Of Wylie, Texas, A] fl' e � dinance Of The City
Amending The Com- Facie Speed Limits Es- Of Wylie As Hereto-
prehensive Zoning Or- tablished For Vehicles fore Amended, So As
dinance Of The City Under The Provisiw To Chan_C The Zon-
Of Wylie, As Hereto- Of Transportation ing On Thr,Hereinafter
fore Amended, So As Code, Section 345.356 Described Property,
To Change The Zon- Upon Fast Farm To Zoning`-CSe. Number
ing On The Hereinafter Market Highway No. 2022-01, Prot Neigh-
Described Property, 544 Or Parts Thereof; borhood Services (Ns)
Zoning Case Number Within The' Tncorpo- To Planned Develop-
2022-04, From Down- rate Limits Of The ment - Multi-Family
town Historic District City Of Wylie,As Set (Pd-Mf) To Allow For
— Residential Only To Out In This Ordinance; An Income Adjusted
Allow Commercial And Providing A Pen- Meld-Family Social
And/Or Residential airy Of A Fine Not To Services Development
Uses; Providing For A Exceed $200.00 For ; Providing For A Pen-
nw Violtioo Of Ibis alty For The Violation
Penalty For The Viola- Of This Ordinance;
lion Of This Ordinance; Ordinance; Providing
Providing For The Re- For Repealing, Sav- Providing For The Re-
peal Of All Ordinances ings And Severability peal Of All Ordinances
In Conflict; Providing Clauses;Providing For In Conflict; Providing
A Severability Clause; An Effective' Dam Of A Severability Clause;
And Providing For An Tb18 Ordinance. And P►ni;iding For An
Effective Date.
Effective Date.
' 46-1t-r041i