Final Report Traffic Signal Warrant Study Addison, Texas Dallas County Prepared for: Town of Addison Prepared by: Kimley-Hom and Associates, Inc. Dallas, Texas KHA # 063543005 q;1 Kimley-Hor!l
and ;\s.'Wciatcs, Inc. 2003 􀁾􀁟􀁮Kimley-Horn 􀁾􀁉􀁅􀁾􀀮􀁊􀀠and Associates, Inc. 
Traffic Signal Warrant Study Various Locations Addison, Texas DaUas County Prepared by: Kimley-Horn and Associates, Inc. 12700 Park Central Drive DaUas, Texas 75251 January 9, 2003 ---"""""
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Executive Summary Kimley-Horn and Associates, Inc. (KHA) was retained by the Town ofAddison to determine ifthe Town maintained signalized intersections met State guidelines for traffic
signal warrants. The 30 intersections evaluated in this traffic signal warrant study are summarized below: 1. Marsh at Arapaho 16. Midway at Spring Valley 2. Belt Line at Marsh 17. Spring
VaHey at Greenhill 3. Belt Line at Business 18. Addison at Arapaho 4. Belt Line at Commercial 19. Addison at Lindbergh 5. Belt Line at Surveyor 20. Addison at Airport 6. Belt Line at
Runyon 21. Addison at Keller Springs 7. Belt Line at Midway 22. Addison at Westgrove 8. Belt Line at Beltway 23. Addison at Sojourn 9. Belt Line at Addison 24. Quorum at Westgrove 10.
Belt Line at Quorum 25. Quorum at Keller Springs 11. Midway at Dooley 26. Quorum at Airport 12. Midway at Lindbergh 27. Quorum at Arapaho 13. Midway at Beltway 28. Quorum at Edwin Lewis
14. Midway at Proton 29. Arapaho at Edwin Lewis IS. Midway at Hornet 30. Westgrove at Sojourn The Texas Manual on Uniform Traffic Control Devices (TMUTCD) sets forth twelve (12) warrants,
orjustifYing sets ofconditions, at least one ofwhich should be fully satisfied before a traffic signal is warranted for construction. This study determined in a quantitative manner if
a signalized intersection met any of the TMUTCD signal warrants. Twenty-six (26) of the thirty (30) intersections met Warrant II (peak Hour Warrant). The four intersections that did
not meet any of the warrants include: ') /' • Addison at Sojourn • Airport at Quorum , • Arapaho at Edwin Lewis /' • Quorum at Edwin Lewis The remainder ofthis report highlights the
traffic data collection and detailed signal warrant analyses for each ofthe signalized intersections. C:\Documents and Settings\brian,shewski\My Doeomems\AddisQn\final report,doc 
Table of Contents Item Page 1. Executive Summary 1 2. Introduction 1 3. Study Procedures 3 4. Signal Warrants 4 5. Conclusions 6 6. Figure A. Town ofAddison Traffic Signal Locations
2 7. Appendix 7 C:IDocuments and Settings\brian.stiewski\My Document5\Addison\Final report.doc 11 
Traffic Signal Warrant Study Introduction The use of Federal funds for traffic signal upgrades or new installations requires that each intersection meet at least one ofthe twelve (12)
warrants as defined in the Texas Manual on Uniform Traffic Control Devices (TMUTCD). Kimley-Horn and Associates, Inc. (KHA) was retained by the Town of Addison to determine which of
the Town maintained signalized intersections met any of these warrants. The 30 intersections evaluated in this traffic signal warrant study are summarized below: l. Marsh at Arapaho
16. Midway al Spring Valley 2. Belt Line at Marsh 17. Spring Valley at Greenhill 3. Belt Line at Business 18. Addison at Arapaho 4. Belt Line at Commercial 19. Addison at Lindbergh 5.
Belt Line at Surveyor 20. Addison at Airport 6. Belt Line al Runyon 21. Addison at Keller Springs 7. Belt Line at Midway 22. Addison at Westgrove 8. Belt Line at Beltway 23. Addison
at Sojourn 9. Belt Line at Addison 24. Quorum at Westgrove 10. Belt Line at Quorum 25. Quorum at Keller Springs 11. Midway at Dooley 26. Quorum at Airport 12. Midway at Lindbergh 27.
Quorum at Arapaho 13. Midway at Beltway 28. Quorum al Edwin Lewis 14. Midway at Proton 29. Arapaho at Edwin Lewis 15. Midway at Hornet 30. Westgrove at Sojourn These 30 intersection
locations are also illustrated in Figure A on the next page. Two additional intersections shown in this figure, Arapaho at Surveyor and Landmark at Landmark Plaza, were known not to
meet any warrants and were not included in the study. Belt Line, Midway, Marsh, Arapaho, and Spring Valley are six -lane divided arterials. Belt Line and Midway are also both regional
principal arterials. The remaining roadways and cross-streets are four-lanes or less. C:\Documents and Settings\brian.shewski\l\.1y Documents\Addison\Final report.doc 1 
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Study Procedures Overview of Signal Warrants. As previously noted, one (I) of the TMUTCD traffic signal warrants must be fully satisfied before Federal funding can be considered as an
option for traffic signalupgrades.or.new jnstallations ..Factorsincluded in.the evaluation ofthese warrants can include vehicle and pedestrian volumes, the number of traffic lanes, the
prevailing traffic speeds, traffic accident experience, and school zones. Traffic Volume Data. Relative to traffic volumes, the warrants consider the total hourly approach volumes in
both directions on the major street along with the corresponding hourly volumes for higher volume approach on the minor street. These volume thresholds are detailed within each warrant
discussion. Hourly traffic volumes were utilized from several sources. The majority ofthe approach counts were pulled from the data collected for the traffic signal retiming projects
for Belt Line Road, Midway Road, Marsh Lane, and Addison Road. Ifan intersection did not meet the peak peak hour warrant, additional hourly counts were used from 24-hour traffic counts
collected by GRAM Traffic. This count information is highlighted in the intersection warrant spreadsheets found in the Appendix. Number ofApproach Lanes. The number of approach lanes
will affect the volume thresholds for certain warrants. Ifan approach only has one lane the volume threshold for warranting is reduced. For this study, only one intersection cross-street
had a one-lane approach -Sojourn at Addison Road. Speeds. Relative to the TMUTCD signal warrants, the traffic volume thresholds depend on whether or not the 85th percentile speed on
the major street is greater than 40 MPH. Based on travel time runs conducted as part ofthe traffic signal timing projects and the fact that the posted speed limit is 30 to 40 MPH throughout
the study area, there was no reduction allowed in the volume thresholds. TrafficAccident Data. Relative to the application ofthe signal warrants, traffic accident experience is used
only to reduce certain traffic volume thresholds. Traffic accident frequencies at the four unwarranted signalized intersections were determined by Town staff not to be significant. C:\Document'i
and Settings\brian.shewskl\My Documents\Addison\Final report.doG 3 
Signal Warrants The spreadsheets found in the Appendix highlight the traffic volume warrant( s) conducted for each intersection. As discussed previously, twenty-six (26) ofthe intersections
met the peak hour warrant whicheliminaw.L the need to conduct additionalwarnmt. analyses. HQw.ever,four (4) of·the intersections required additional warrant analysis. The following discussion
summarizes this analysis. • Warrant I Minimum Vehicular Volume. This warrant would be satisfied only ifthe following volume levels exist for at least eight (8) hours ofan average day:
• At least 600 vehicles per hour (VPH) on the major street (sum of both approaches) concurrently with, • At least 200 VPH on the higher volume approach ofthe minor street. • None ofthe
four intersections satisfied this warrant. • Warrant 2 -Interruption of Continuous Traffic. This warrant would be satisfied only if the following volume levels exist for at least eight
(8) hours ofan average day: • At least 900 vehicles per hour (VPH) on the major street street (sum of both approaches) concurrently with, • At least 100 VPH on the higher volume approach
of the minor street. • None of the four intersections satisfied this warrant. • Warrant 3 -Minimum Pedestrian Volume. The satisfaction ofthis warrant would require that the following
pedestrian volume levels for the crossing ofthe major street: 100 or more pedestrians per hour for at least four (4) hours of an average day or at least 190 pedestrians per hour during
anyone hour. Although pedestrian volumes were not recorded, field observations during peak hours indicated that this :warrant would almost certainly not be satisfied for any of the intersection
locations. C:\Docurnents and Sertings\brian.shewski\My Documents\Addison\Final report.doc I 4 
• Warrant 4 -School Crossing. Even though Addison Road has a school speed zone at Sojourn, there is not an established school crossing at this intersection. Therefore, this warrant is
not applicable. • Warrant 5 -Progressive Movement. This warrant would be applicable only at a location between existing coordinated traffic signals. Even then, Warrant 5 would be satisfied
only ifthe spacing between the existing coordinated signals had been determined to be too great to maintain the necessary degree of vehicle platooning for signal coordination purposes.
Accordingly, this warrant is not applicable. • Warrant 6 -Accident Experience This warrant would be satisfied iffive (5) or more accidents oftypes susceptible to correction by signal
control had occurred during a 12-month period and if traffic volumes werc at least 80 percent of those required to satisfY Warrant 1 or Warrant 2. As previously noted, accident frequencies
for the four (4) unwarranted intersections were not deemed significant enough to satisfy this warrant. • Warrant 7 -Systems Warrant. This warrant would be applicable only at the common
intersection oftwo or more designated major routes. Other requirements ofthis warrant are that there the total entering volume (TEV) be at least 1,000 during the peak hour and that the
five-year projected volumes satisfy one or morc of Warrants 1,2,8,9, and 11. The four unwarranted intersections do not fall into this category. • Warrant 8 -Combinations of Warrants.
This warrant would be satisfied if two or more of Warrants 1,2, or 3 were satisfied to the extent of80 percent or more ofthe stated values. The four unwarranted intersections did not
meet the stated values for this warrant. • Warrant 9 Four Hour Volumes. This warrant is evaluated by plotting the actual data points for the counted hours on a graph. If four (4) hours
fall above the applicable line, the warrant is satisfied. The four unwarranted intersections did not meet the stated values for this warrant. C:\Documents and Seumgs\brian.shewski\My
Documenls\Addison\Final report.doc 5 
• Warrant 10 -Peak Hour Delay. This warrant is intended for existing STOP sign controlled intersections and is therefore not applicable for this study. • Warrant.l! -Peak Hour Volume.
This warrant.isevaluatedjn the same manner as Warrant 9, i.e., by plotting the actual data points for the counted hours on a graph. As previously stated, twenty-six (26) ofthe 30 intersections
evaluated met the requirements of this warrant. • Warrant 12 -Warrant Volumes for Traffic Actuated Signals, This warrant is evaluated in the same manner as Warrants 9 and II, i.e., by
plotting the actual data points for the counted hours on a graph. If eight (8) ,or more of the points lie above the applicable line, the warrant is satisfied. Alternately, iftwo (2)
or more of the points lie above a second line, the warrant is satisfied. In the case of the four (4) remaining unwarranted intersections, this warrant is not satisfied. Conclusions This
study determined in a quantitative manner which Town ofAddison signalized intersections met at least one ofthe TMUTCD signal warrants. The results show that twenty-six (26) ofthe thirty
(30) intersections met Warrant II (Peak Hour Warrant). The four intersections that did not meet any of the warrants include: • Addison at Sojourn • Airport at Quorum • Arapaho at Edwin
Lewis • Quorum at Edwin Lewis The traffic volume warrants are detailed in the Appendix. The other warrants are highlighted within the body ofthe report. C:\Doc:umenls and Settlngs\brian,shewski\My
Documents\Addison\Final reporLdoc 6 
APPENDIX C:\DQcuments and Settings\brian,shewski\My Documents\Addison\Final report.doc 7 
Table A1 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: MARSH '# OF APPROACH LANES; 3 MINOR STREET: ARAPAHO #. OF APPROACH LANES: 2 TOVVN, STATE; Addison,
TX 85TH PERCENTILE SPEED GREATER THAN 4il MPH ON MAJOR STREET ('{ OR N): MAJORST ITWO-WAY TRAFFIC MINOR ST WARRANT 1 WARRANT 2 "I I TRAFFIC MAIN SIDE BOTH MAIN SIDE I80TH HEAVY lEG LINE
STREET MET LINE STREET MET I WARRANT 11WARRANT 9 THRESHOLD VALUES • 600 200 900 100 I I I 06;00 AM TO 07:00 AM 07;00 AM TO 08:00 AM 08:00 AM TO 09:00 AM 09:00AM TO 10:00AM 10:00AM TO
":00AM ":OOAM TO 12:00 PM 12:00PM TO 01:00 PM 01:00PM TO 02:00 PM 02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 3.921 321 Y y y Y Y y y y 06:00
PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00 PM TO 09:00 PM 09:00PM TO 10:00 PM I 1 I """I "r---:---+--:---l 3.921 321 1 1 1 1 B HOURS NEEDED B HOURS NEEOED 4 HRS NEEDED 1 HR NEEDED NOT
SATISFIED NOT SATISFIED NOT SATISFIED SATISFIED 􀁾􀁾􀁾􀁾􀁾􀀠􀁾􀁾􀁾􀁾􀀠WARRANT 1 -Minimum Vehicular Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8
hours) WARRANT 9 --Four Hour Volume Warrant Figure 􀀴􀁾􀀷􀀠WARRANT 11 Peak Houf Volume Warrant 􀁾􀀠Figure 4-5 
------TableA2 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ,BELTLINE # OF APPROACH LANES: :5 MINOR STREET: MARsH # OF APPROACH LANES: '5 TOWN, STATE:
Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPK ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SiDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES • 600 200 06:00AM TO 07:00AM 07:00AM TO 06:00AM 2.913 3356 Y Y Y 08:00AM TO 09:00AM 09:00AM TO 10:00 AM 10:00 AM TO 11:00AM l':00AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO
02:00 PM 02:00PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM , 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00PM TO 09:00PM 􀁾􀁏􀁐􀁍􀀠TO 10:00 PM 2,913
3,356 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN §TOE 80TH WARRANT 9 LINE STREET MET 900 100 Y Y Y Y 1 1 1 1 8 HOURS NEEDED 4HRSNEEDED NOT SATISFIED NOT SATISFIED ---------------------WARRANT
11 Y 1 1 HRNEEOED SATISFIED WARRANT 1 􀁾􀀭Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 􀁾􀁾􀀠Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁾􀁾􀀠Four Hour Volume Warrant
-Figure 4-7 WARRANT 11 Peak Hour Volume Warrant -Figure 4-5 
TableA3 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: BELT LINE # OF APPROACH LANES; 5 M.NOR STREET; BUS.NESS ' # OF APPROACH LANES; 2, TOWN. STATE;
Addison, TX 85TH PERCENT<LE SPEED GREATER THAN 40 MPH ON MAJOR STREET [Y OR NI: N MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MA.N SIDE BOTH TRAFFIC HEAVY LEG UNE STREET MET THRESHOLD
VALUES • 600 200 06:00 AM TO 07:00 AM 07:00AM TO 08:00AM 3,122 240 Y Y Y OS'OOAM TO 09:00AM 09 00 AM TO 10:00 AM 10,00 AM TO ":00AM 11'00 AM TO 12:00 PM 12;00 PM TO 01:00PM 01;00 PM
TO 02;00 PM 02;00 PM TO 03;00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 06:00PM TO 07:00PM 07:00PM TO 08:00PM 08;00 PM TO 09:00PM 00;00 PM TO 10:00 PM 3,122 240
1 1 1 8 HOURS NEEDED NOT SATISFIED 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀁾􀀠WARRANT 2 MA.N SIDE BOTH LINE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS NEEDED NOT SATISFIED ---------------WARRANT 9 Y 1 4
HRS NEEDED NOT SATISFIED WARRANT 11 Y 1 1 HR NEEDED SATISFIED WARRANT 1 u Minimum Vehicular Volume Warrant Warrant (8 hours) WARRANT 2 􀁾􀁾􀀠Interruption to Continuous Traffic (8 hours)
WARRANT 9 􀁾􀁾􀀠Four Hour Volume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11 --Peak Hour Volume Warrant 􀁾􀀠Figure 4"s 
------TableA4 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: BELT UNE # OF APPROACH LANES: . 5 MINOR STREET; COMMERCIAL # OF APPROACH LANES; 2 TOWN,
STATE: A<ldison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANTt TWO-WAY TRAFFIC MAIN SIDE 80TH TRAFFIC HEAVY lEG LINE STREET MET THRESHOLD
VALUES I 600 200 06:00AM TO 07:00AM 07:00AM TO 08:00AM 3,150 222 08;00 AM TO 09:00AM 09:00 AM TO 10:00 AM 10:00 AM TO 11;00 AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO 02:00
PM 02;00 PM TO 03;00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 4,125 111 06:00 PM TO 07:00PM 07:00 PM TO 08:00 PM 06:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM 7,275
333 Y Y Y Y 2 1 1 ------8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE 80TH LINE STREET MET 900 100 y Y Y Y Y Y 2 2 2 1-...._... 8 HOURS NEEDED NOT SATISFIEO WARRANT 9 Y 1 4HRS NEEDED
NOT SATISFIED WARRANT 11 Y 1 1 HRNEEDED SATISFIED WARRANT 1 􀀭􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --lntemJption to Continuous Traffic {8 hours) WARRANT 9 .-Four
Hour Volume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11 􀁾􀁾􀀠Peak HourVo[ume Warrant -Figure 􀀴􀁾􀀵􀀠
·--. ',-, TableA5 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET; BELTL!NE # OF APPROACH lANES; 5 MINOR STREET: SUVEYOR # OF APPROACH lANES: 2 TOWN,
STATE: AddiSOfl, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (y OR N): N, ------MAJOR ST MINORST WARRANT 1 TWO,WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET
MET THRESHOLD VALUES • 600 200 06;00 AM TO 07:00 AM 07:00AM TO 08;00 AM 08:00AM TO 09:00 AM 09;00 AM TO 10;00 AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM
. TO 02:00 PM 02;00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05;00 PM 05:00 PM TO 08;00 PM ' 3.816 505 Y Y Y 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08;00 PM TO 09:00 PM 09;00
PM TO 10:00 PM 3.816 505 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH L1NE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT9 Y 1 4 HRS NEEDED NOT SATISFIED
WARRANT 11 Y 1 1 HR NEEDED SATISFIED WARRANT 1 --Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 -Interruption to Continuous Traffic (8 hours) WARRANT 9 -Four Hour Volume 􀁗􀁡􀁲􀁲􀁡􀁮􀁴􀁾􀀠Figur
e 4-7 WARRANT 11 _. Peak Hour Volume Warrant -Figure 􀀴􀁾􀀵􀀠
------TableA6 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET; # OF APPROACH LANES: 4 MINOR STREET: RUNYON# OF APPROACH LANES; 3 TOWN, STATE; Addison,
TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR Nl; MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN §joE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD VALUES • 600
200 06;00 AM TO 07;00 AM 07:00 AM TO 08:00AM 08:00AM TO 09:00AM 09;00 AM TO 10:00 AM '0:00AM TO 11:00 AM 11:00AM TO 12.00 PM 12:00 PM TO 01;00 PM 3,743 209 Y Y Y 01:00 PM TO 02:00 PM
02:00 PM TO 03:00 PM 03;00 PM TO 04:00 Pf;,,1 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 3,641 118 Y 06:00PM TO 07:00 PM 07:00 PM TO 08;00 PM 08:00 PM TO 09,00 PM 09;00 PM TO 10:00 PM
7,384 327 2 1 1 B HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 Y Y Y Y Y Y 2 2 2 8 HOURS NEEDED NOT SATISFIED WARRANT 9 Y Y 2 4 HRSNEEDED NOT SATISFIED
WARRANT 11 I Y ! 1 I 1 HRNEEDED I ISATISFIE[) __ I WARRANT 1 --Min!mum Vehicular Volume Warrant (8 hours) WARRANT 2 loterruplion to Continuous Traffic (8 hours} WARRANT 9 􀁾􀁾􀀠Four
Hour Volume Warrant 􀁾􀀠Figure 4-7 WARRANT 11 􀁾􀁾􀀠Peak Houl Volume Warrant -Figure 􀀴􀁾􀀵􀀠
Table A7 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: 8ELTLINE # OF APPROACH LANES: 6· MINOR STREET: MIDWAY· # OF APPROACH LANES: 6 TOWN. STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N 􀁾􀁾􀁾􀀢􀀠􀁬􀀠􀂷􀁾􀁍􀁁􀁊􀁏􀁒􀀠ST MINOR ST 􀁔􀁗􀁏􀁾􀁗􀁁􀁙􀀠TRAFFIC TRAFFIC HEAVY LEG 80TH 80TH MET MET
WARRANT 9 WARRANT 11 THRESHOLD VALUES • 600 900 06:00 AM TO 07:00 AM 07;00 AM TO 08:00 AM 3.280 18e2 y Y y Y Y y y y 08:00 AM TO 09:00 AM 09.00AM TO 10:00 AM 10:00 AM TO 11:00 AM 11:00AM
TO 12:00 PM 12:00 PM TO 01:00 PM 01;OOPM TO 02;00 PM 02:00PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 􀀮􀁾􀀠06;00 PM TO 07;00 PM 07;00 PM TO 08:00 PM
08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM I 3,290 1.862 1 1 B HOURS NEEDED B HOURS NEEDED 4 HRS NEEDED 1 HR NEEDED NOT SATISFIED NOT SATISFIED NOT SATISFIED SATISFIED.....l WARRANT 1
􀁾􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (S hours) WARRANT 9·· Four Hour Volume Warrant 􀁾􀀠Figure 4-7 WARRANT 11 Peak Hour Volume
Warrant-Figure 􀀴􀁾􀀵􀀠
Table A8 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: BELT LINE # OF APPROACH LANES: 4 MINOR STREET: BELTWAY # OF APPROACH LANES: 3 TOWN, STATE:
Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJOR ST MINORST WARRANT 1 TWO·WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES • 600 200 06:00 AM TO 07:00 AM 07:00 AM TO 08:00 AM 08:00AM TO 09:00 AM 09:00 AM TO 10:00 AM 10:00AM TO 11:00 AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO 02:00 PM
02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 4,269 381 Y Y Y 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM
4,269 381 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 too y y y 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 9 y 1 4 HRS NEEDED NOT SATISFIED WARRANT
11' y 1 1 HR NEEDED SATISFIED WARRANT 1 -Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT 9 --Four Hour Volume Warrant -Figure
4-8 WARRANT 11 --Peak Hour Volume Warrant -Figure 4-6 
----Table A9. Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: BELTLINE # OF APPROACH LANES: 5 MINOR STREET: ADDISON # OF APPROACH LANES: 5. TOWN. STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (YOR N): ... N MAJORST MINORST WARRANT 1 TWO·WAY TRAFF1C MAIN SIDE 80TH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES soo 200 05:00 AM TO 07:00AM 07;00 AM TO 08:00AM 3,696 1499 Y Y Y 08:00AM TO 09:00AM 09:00AM TO 10:00 AM 10:00 AM TO 11:00AM 11:00AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO
02:00 PM 02:00PM TO 03:00 PM 03:00 PM TO 04:00PM 04:00PM TO 05:00 PM 05:00 PM TO 06:00 PM 06:00 PM TO 07:00 PM 07:00PM TO 0800 PM 08:00PM TO 09:00 PM 09:00 PM TO 10:00 PM 3,696 1.499
1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS NEEDED NOT SATISFIED ----------------WARAANT9 Y 1 4 HRS NEEDED NOT SATISFIED WARRANTi1
Y 1 1 HR NEEDED SATISFIED WARRANT 1 􀁾􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁾􀁾􀀠Four Hour Volume Warrant
Figure 4-7 WARRANT 11 -Peak Hour Volume Warranl-Figure 􀀴􀁾􀀵􀀠
Table A10 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: BELT LINE # OF APPROACH LANES: 5 MINOR STREET: QUORUM # OF APPROACH LANE;S: 5 TOWN, STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET IY OR N): N MAJOR STMINOR ST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAWLEG LINE STREET MET THRESHOLD
VALUES • 600 200 06:00 AM TO 07;00 AM 07:00AM TO 08:00AM 3,462 506 Y Y Y 08:00AM TO 09:00AM 09:00AM TO '10:00 AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM
TO 02:00 PM 02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 0':00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 06:00 PM TO 0:1:00 PM 07:00 PM TO 06:00 PM 08:00PM TO 09:00PM 09:00 PM TO 10:00 PM 3.462
506 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE· 80TH LINE STREET MET 900 100 y Y Y 1 1 1 8 HOURS NEEDED NOT SATISFIED , , , ""'" 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠WARRANT 9 Y 1 4
HRS NEEDED NOT SATISFIED WARRANT 11 Y 1 1 HR NEEDED SATISFIED WARRANT 1 􀀭􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 Interruption to Continuous Traffic (8 hours) WARRANT
9 􀀭􀁾􀀠Four HourVolume Warrant 􀁾􀀠Figure 􀀴􀁾􀀷􀀠WARRANT 11 --Peak Hour Volume Warrant -Figure 4-5 
"-,:.. Table A11 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: MIDWAY' # OF APPROACH LANES: MINOR STREET: DOOLEY # OF APPROACH LANES: TOWN. STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N 4 2 MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VAlUES 000 200 06:00AM TO 07:00AM 07:00AM TO 08:00AM " 3,873 101 Y 08:00AM TO 09:00AM . 09:00AM TO 10:00 AM 10:00 AM TO 11:00AM 11:0oAM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO 02:00
PM 02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 3.733 267 Y Y Y 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00PM TO 09:00 PM 09:00 PM TO 10:00
PM 7.606 368 2 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT2 MAIN SIDE BOTH LINE STREET MET 900 100 Y Y Y y Y Y 2 2 2 8 HOURS NEEDED NOT SATISFIED WARRANTS Y 1 4 HRS NEEDED NOT SATISFIED
WARRANT 11 Y 1 1 HR NEEDED SATISFIED WARRANT 1 Minimum Vehicular Volume Warrant {8 hours) WARRANT 2 2 Jnterruptlon to Continuous Traffic (8 hours) WARRANT 9 􀁾􀁍􀀠Four Hour Volume Warrant
Figure 4·7 WARRANT 11 Peak Hour Volume Warrant -Figure 4-5 
TableA12 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: MIDWAY # OF APPROACH LANES: 4 MINOR STREET: # OF APPROACH LANES: f TOWN. STATE: Addison, TX
85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET IY OR N): N -------------------------.. MAJORST MINORST WARRANT 1 􀁔􀁗􀁏􀁾􀁗􀁁􀁙􀀠TRAFFIC MAlN SIDE BOTH TRAFFIC HEAVY LEG LINE
STREET M!;T THRESHOLD VALUES 600 200 06:00AM TO 07:00AM 07:00AM TO 08:00AM 3,938 468 Y Y Y 06:00AM TO 09:00AM 09.00 AM TO 10:00 AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12:00 PM TO
01:00 PM 01:00 PM TO 02:00 PM 02:00 PM TO 03:00PM 03:00 PM TO Q4:00 PM 04:00 PM TO 05:00 PM 05:00PM TO 06:00 PM 06:00PM TO 07:00PM 07:00PM TO 08:00PM 08:00PM TO 09:00PM 09'00 PM TO 10:00
PM 3.938 468 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 y Y Y 1 1 1 B HOURS NEEDED NOT SATISFIED WARRANT9 Y 1 4 HRS NEEDED NOT SATISFIED WARRANT
11 Y 1 1 HR NEEDED SATISFIED WARRANT 1 --Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT 9 --Four Hour Volume Warrant -Figure
􀀴􀁾􀀷􀀠WARRANT 11 􀀮􀁾􀀠Peak Hour Volume Warrant -Figure 4·5 
Table A13 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: MIDWAY # OF APPROACH LANES: q MINOR STREET; BELTWAy if OF APPROACH LANES: .3.· mWN, STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST M!NORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BDTH TRAFFIC HEAVY lEG LINE STREET MET THRESHOLD
VALUES 600 200 00:00 AM TO 07:00AM 07:00 AM TO 08:00AM 3.511 :)21 y y y 08:00AM TO 09:00AM 09:00AM TO 10:00 AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM
TO 02:00PM 02:00PM TO 03:00PM 03:00PM TO 04:00PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM 3.511 321
1 1 1 8 HOURS NEEDEO NOT SATISFIEO WARRANT 2 MAlN SIDE BOTH LINE STREET MET 900 100 y y y 1 1 1 8 HOURS NEEDED NOT SATlSFIEo WARRANT 9 y 1 4 HRSNEEOEO NOT SATISFIED WARRANT 11 y 1 1
HR NEEDED SATISFIED WARRANT 1 -Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT 9 --Four Hour Volume Warrant -Figure 4-7 WARRANT
11 􀀮􀁾􀀠Peak Hour vorume Warrant Figure 􀀴􀁾􀀵􀀠
TableA14 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET. MIDWAY # OF APPROACH LANES: " MINOR STREET: PROTON # OF APPROACH LANES: 2 TOWN, STATE; Addison,
TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N _.. --MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE -80TH TRAFFIC I HEAVY LEG LINE STREET MET THRESHOLD
VALUES GOO 200 06;00 AM TO 07;00 AM 07 00 AM TO 08:00AM 3,512 387 Y Y Y 08:00 AM TO 09:00AM 09:00AM TO 10:00AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12;00 PM TO 01:00PM 01:00 PM TO
02:00 PM 02:00 PM TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06;00 PM 06:00 PM TO 07;00 PM 07:00 PMTO 08:00 PM 08:00 PM TO 0\l:00 PM 􀁾􀁯􀁯􀁐􀁍__ TO 10:00 PM ------3,512 387 1 1 1 8 HOURS NEEDED -NOT SATISFIED WARRANT 2 MAIN --SIDE 80TH LINE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS
NEEDED NOT SATISFIED 􀀭􀀭􀀭􀁾􀀠-----WARRANT 9 WARRANT" ---Y Y 1 1 4 HRS NEEDED 1 HRNEEDED NOT SATISFIED SATISFIED 􀀭􀀭􀀭􀀭􀀭􀀭􀁾.. --WARRANT 1 --Minimum Vehicular Volume Warrant (8 hours)
WARRANT 2 􀀭􀁾􀀠Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁾􀁾􀀠Four Hour VOlume Warrant -Figure 4-7 WARRANT 11 􀁾􀀭Peak Hour Volume 􀁗􀁡􀁲􀁲􀁡􀁮􀁴􀁾􀀠Figure 4-5 
TableA15 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ,MIDWAY # OF APPROACH LANES: 5 ,MINOR STREET: HQRNET # OF APPROACH LANES: TOWN, STATE: Addison.
TX 85TH PERCENTILE SPEEO GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N 􀁾..􀀭􀀬􀁾.. .---,' -------MAJORST MINORST WARRANT 1 􀁔􀁗􀁏􀁾􀁗􀁁􀁙􀀠TRAFFiC MAIN SIDE BOTH TRAFFIC 􀁾􀁖􀁙􀁌􀁅􀁇􀀠LINE
STREET MET .. _---THRESHOLD VALUES 600 200 06:00AM TO 07:00 AM 07:00 AM TO 06:00AM 3,611 172 Y 08:00AM TO 09:00 AM 09:00AM TO 10:00 AM 10:00 AM TO 11:00 AM 1i:OOAM TO 12:00 PM 12:00
PM TO 01:00 PM 01:00 PM TO 02:00 PM 02;00 PM TO 03:00 PM 03:00 PM TO ()4:00 PM 04:00PM TO 05:00PM 05:00PM TO 06:00PM 3,801 221 Y Y Y 06:00PM TO 07:00 PM 07:00 PM TO 08:00 PM 08:00 PM
TO 09:00 PM 09:00PM TO 10:00 PM 7,412 393 2 1 1 ---8 HOURS NEEDEO 􀀧􀀭􀀭􀀭􀀭􀁾􀁏􀁔􀀠SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 Y Y Y Y Y Y 2 2 2 aHOURS NEEDED NOT SATISFIED
WARRANT'9 WARRANT 11 I Y Y Y Y 2 2 -------4 HRS NEEOEO 1 HR NEEDED NOT SATISFIED SATISFIED . -------.. --WARRANT 1 􀁾􀁾􀀠MinImum Vehicular Volume Warrant (8 hours) WARRANT 2 •• lnterruptlon
1.0 Continuous Traffic (8 hours) WARRANT 9 Four l-IourVolume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11 --Peak Hour Volume Warrant 􀁾􀀠Flgure 4-5 
Table A16 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET, MlqWAY # OF APPROACH LANES: 5 MINOR STREET, SPRING VALLEY # OF APPROACH LANES, 4 TOWN, STATE:
Addison, IX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET IY OR Nl' N 􀁍􀁁􀁊􀁏􀁒􀁓􀁔􀁾􀁎􀁏􀀢ST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG tiNE STREET MET
------------THRESHOLD VALUES GOO 200 OMOAM TO 07:00AM 07;00 AM TO 08;00 AM 3,505 1332 Y Y Y 08;00 AM TO 09:00AM 09:00AM TO 10:00AM 10:00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12,00 PM TO
01;00 PM 01;00 PM TO 02:00 PM 02:00 PM TO 03:00 PM 03:00 Pl-A TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00PM 06:00 PM TO 07,00 PM 07:00 PM TO 08:00PM 08,00 PM TO 09:00PM 09:00
PM TO 10;00 PM 3,505 1,332 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN 􀁾􀁓􀁪􀁢􀁅􀀠-80tH WARRANT 9 WARRANT 11 LINE STREET MET 900 100 Y Y Y Y Y 1 1 1 1 1 8 HOURS NEEDED . 4HRSNEEDED
1 HRNEEDED NOT SATISFIED NOT SATISFIED SATISFIED--------'''---------:-----WARRANT 1·-Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours)
WARRANT 9 --Four Hour Volume Warrant-Figure 4·7 WARRANT 11 Peak Hour VOlume Warrant -Figure 4-5 
TableA17 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET, SPRING VALLEY # OF APPROACH LANES, 4' MINOR STREET, GREENHILL SCllOOL # OF APPROACH LANES,
2 TOWN. STATE: Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET IY OR N): N 􀁾.. -----MAJORST MINORST WARRANT 1 TWO·WAY TRAFFIC MAIN 'SIDE BOTH TRAFFIC HEAVY LEG
LINE STREET MET THRESHOLD VALUES 600 200 06:00 AM TO 07:00AM 07:00AM TO 08:00AM 2,022 279 Y Y Y 08:00AM TO 09:00AM 09,00AM TO 10:00 AM 10;00 AM TO 11:00AM 11:00 AM TO 12:00 PM 12,00
PM TO 01:00PM 01:00 PM TO 02:00PM 02'00 PM TO 03.00 PM 03;00 PM TO 04,00 PM 04:00 PM TO 05:00 PM 05;00 PM TO 06:00PM 06;00 PM TO 07:00 PM 07;00 PM TO 06:00 PM 06;00 PM TO O'tOO PM 09:00PM
TO 10;00 PM 2,022 279 1 1 1 8 HOURS NEEDED 􀁾􀁔􀁓􀁁􀁔􀁉􀁓􀁆􀁉􀁅􀁄􀀠WARRANT 2 MAl" SiDE BOTH LINE STREET MET 900 100 Y Y Y 1 1 1 .... 8 HOURS NEEDED NOT SATISFIED WARRANT 9 Y 1 􀀮􀁾􀀭􀁾􀀠􀀮􀁾􀁾􀁾􀀠4HR
S NEEDED NOT SATISFIED 􀁾􀀠􀁾􀀠WARRANT 11 Y 1 -----􀀭􀁾􀁾􀀭􀀭1 HR NEEDED SATISFIED WARRANT 1 -Minimum Vehicular VOlume Warrant (8 hours) WARRANT 2 􀀭􀁾􀀠Interruption Lo Continuous: Traffic
(8 hours) WARRANT 9 􀁾􀀭Four Hour Volume 􀁗􀁡􀁲􀁲􀁡􀁮􀁴􀁾􀀠Figure 􀀴􀁾􀀷􀀠WARRANT 11 -. Peak HourVa!ume Warrant -Figum 􀀴􀁾􀀵􀀠
-------------TableA18 Traffic Signal Warrant Assessment UsIng Actual 2001 Traffic Volumes MAJOR STREET: ADDISON # OF APPROACH LANES; 3. MINOR STREET: ARAPAHO # OF APPROACH LANES' .3.
TOWN,STATE Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANT 1 WARRANT 2 TWO-WAY "SIDE SlOE WARRANT 11 TRAFFIC TRAFFIC MAIN BOTH
MAlN BOTH WARRANT 9 STREET METHEAVY LEG LINE STREET MET LINE 200 100 00;00 AM TO 01;00 AM 07:00AM TO 08:00AM 600 900THRESHOLD VALUES VY YY Y1.514 356 Y Y Y 08:00AM TO 09:00AM 09:00 AM
TO 10:00 AM '0:00 AM TO 11:00 AM 11:00 AM TO 12-00 PM 12:00 PM TO 0"00 PM 0':00 PM TO 02:00 PM 02:00 PM TO 03:00 PM 03;00 PM TO 04:00 PM 04;00 PM TO 05:00 PM 05;00 PM TO 06;00 PM 06:00
PM TO 07:00 PM 01:00 PM TO 08:00 PM 06:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM ,1 1 11,514 356 1 1 1 _. 8 HOURS NEEDED 4 HRSNEEDED 1 HR NEEDED NOT SATISFleo 8 HOURS NEEDED NOT SATISFIED
􀁎􀁏􀁔􀁓􀁾􀁉􀁓􀁆􀁉􀁅􀁄􀀠SATISFIEO 􀁾􀀭-------.WARRANT 1 --Minimum Vehicular Volume Warrant (8 hours) hours) WARRANT 2 􀀭􀁾􀀠Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁾􀁾􀀠Four
Hour Volume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11 --Peak Hour Volume Warrant 􀁾􀀠Figure 4-5 1 
Table A19 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ADDISON # OF APPROACH LANES: 3 MINOR STREET: 'LINDBERGH # OF APPROACH LANES: 3 TOWN, STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJOR ST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES 600 200 06:00 AM TO 07:00 AM 07.00 AM TO 06:00 AM 1,880 319 Y Y Y 08:00AM TO 09:00 AM 09:00AM TO 10:00AM '10:00 AM TO 11:00 AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00PM 01:00PM
TO 02:00PM 02:00PM TO 03:00PM 03:00PM TO 04:00PM 04:00PM TO 05:00PM 05:00PM TO 06:00PM 06:00 PM TO 07:00PM 07:00 PM TO 08:00PM 08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM 1,a80 319 1 1
1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 y y y 􀁾􀀮􀀠1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 9 y 1 4 HRS NEEDED NOT SATISFIED WARRANT 11 y 1
1 HR NEEDED SATISFIED WARRANT 1 􀁾􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 􀁾􀁾􀀠Interruption to Continuous Traffic {8 hours} WARRANT 9 􀀭􀁾􀀠Four Hour Volume Warrant
-Figure 4-7 WARRANT 11 --Peak Hour Volume Warrant -Figure 4-5 
TableA20 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ADDISON # OF APPROACH LANES: 3 MINOR STREET: AIRPORT # OF APPROACH LANES: 2 TOWN, STATE: AddiSOn.
TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭MAJORST MINORST WARRANT 1 TWO-WAY TRAFF!C MAIN SiDE' BOTH TRAFFIC HEAVY LEG LINE STREET MET
THRESHOLD VAlUES 600 200 06:00AM TO 07:00AM 07:00AM TO 08:00AM 08:00AM TO 09:00AM 09:00AM TO 10:00 AN! 10:00 AM TO l':00AM 11:00AM TO 12:00 PM 12:00 PM 'fO 01:00 PM 01:00 PM TO 02:00PM
02:00 PM TO 03:00PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 1,903 212 Y Y Y 06:00PM TO 07:00PM 07:00 PM TO 06:00 PM 08:00 PM TO 09:00 PM 09:00 PM 􀁾􀀱􀀰􀀬􀁏􀁏􀁐􀁍---------1,903
212 1 1 1 i 8 HOURS NEEDED " NOT SATISFIED -----------WARRANT 2 MAIN SIDE' 80TH LINE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS NEEDED NOT SATISFIED 􀀭􀁾􀀭􀁾􀀭, WARRANT 9 WARRANT 11 Y Y
1 1 4 HRSNEEDED 1 HR NEEDED NOT SATISFIED SATISFIED 􀀢􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀺􀀭􀀭􀀭􀁾􀀭WARRANT 1 􀁾􀀭Minimum Vehicu!arVolume Warrant (8 hours) WARRANT 2' -Interruption 1.0 Continuous Traffic
(8 hours) WARRANT 9 -Four Hour Volume Warrant Figure 4-7 WARRANT 11 􀁾􀀮􀀠Peak Hour Volume Warrant -Figure 􀀴􀁾􀀵􀀠
Table A2l Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ADDISON # OF APPROACH LANES: 3· MINOR STREET: KELLER SPRINGS # OF APPROACH LANES: 3 TOWN.
STATE: Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET -------THRESHOLD
VALUES 600 200 06:00AM TO 07:00AM 07:00AM TO 08:00AM 1,456 462 Y Y Y 08:00AM TO 09:00AM 09:00 AM TO 10:00 AM 10:00 AM TO ":00AM 11:00 AM TO 12.00 PM 12:00 PM TO 01.00 PM OLOO PM TO 02:00PM
02:00 PM TO 03:00PM 03:00PM TO 04:00PM 04:00 PM TO 05:00 PM 05:00 PM TO 06.00 PM 06:00 PM TO 07:00PM 07:00 PM TO 08:00PM 􀀰􀀸􀁾􀁏􀁏􀀠PM TO 09:00 PM 09:00 PM TO 10:00 PM 1,458 462 1 1
1 8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 y y y 1 1 1 6 HOURS NEEDED NOT SATISFIED WARRANTS y 1 4 HRS NEEDED NOT SATISFIED WARRANT 11 y 1 1 HR NEEDEO
SATISFIED WARRANT 1 -Minimum Vehicular Volume Wartaot (8 hours) WARRANT 2 -Interruption to Continuous Traffic (8 hours) WARRANT 9 -Four Hour Volume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11
􀁾􀁾􀀠Peak Hour Volume Warrant 􀁾􀀠Figure 4-5 
-------,. :..-----'" 􀀮􀁾􀀭􀀭􀀮􀀧􀀠---..:..-.. ----:--'': TableA22 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: WESTGROVE # OF APPROACH LANES: 3
MINOR STREET: ADDISON # OF APPROACH LANES: ": 3 TOWN, STATE: Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (V OR N): N MAJORST MINORST WARRANT 1 TWO-WAV TRAFFIC
MAIN SIDE' 80TH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD VALUES 600 200 06:00AM TO 07:00AM 07;00 AM TO 08:00AM 1,482 458 V Y Y 08:00AM TO 09:00AM 09:00 AM TO 10:00 AM 10:00 AM TO
11:00AM 11:00 AM TO 12:00 PM 12:00 PM TO 01:00 PM 01:00 PM TO 02:00PM 02:00 PM 10 03:00PM 03:00 PM TO 04:00PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 06:00PM TO 07:00 PM 07:00PM TO
08:00 PM 08:00 PM TO 09:00 PM 09:00 PM TO 10:00 PM ... 1,482 458 1 1 1 8 HOURS NEEDED NOT SATISFIED ........_----_... ..... WARRANT 2 MAIN SIDE'" BOTH LINE STREET MET 000 100 V V Y 1
1 1 8 HOURS NEEDED NOT SATISFIED WARRANT 9 WARRANT 11 Y Y 1 1 4 HRS NEEDED 1 HR NEEDED NOT SATISFIED SATISFIED WARRANT 1 Minimum VehIcular Volume Warrant (8 hours) WARRANT 􀀲􀁾􀂷􀀠Interruption
to Continuous Traffic (8 hours) WARRANT 9 -Four Hour Volume Warrant -Figure 4-7 WARRANT 11 .. Peak Hour Volume Warrant· Figure 4·5 
TableA25 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: KELLER SPRINGS # OF APPROACH LANES: 3 MINOR STREET: QUORUM # OF APPROACH LANES: 3 TOWN. STATE:
AddiSon. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANT 1 TWO·WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES 600 200 06:00AM TO 07:00AM 07:00AM . TO 08:00AM 08:00AM TO 09:00AM 09:00AM TO 10:00 AM 10:00 AM TO ":aOAM 11:00 AM TO 12:00 PM 12.00 PM TO 01:00 PM 01.00 PM TO 0200 PM 02:00 PM
TO 03:00 PM 03:00 PM TO 04:00 PM 04:00 PM TO 05:00 PM 05:00 PM TO 06:00 PM 1.489 1010 Y Y 06:00 PM TO 07:00 PM 07:00 PM TO 08:00 PM 08.00 PM TO 09:00PM 09:00PM TO 10:00 PM 1.489 1.010
1 1 8 HOURS NEEDED NOT SATISFIED 􀁾..................... Y 1 WARRANT 2 MAIN SIDE BOTH LINE STREET MET 900 100 Y Y Y 1 1 1 8 HOURS NEEDED NOT·SATISFIED WARRANT 9 Y 1 4 HRSNEEDED NOT SATISFIED
WARRANT 11 Y 1 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭1 HRNEEOEO SATISFIED WARRANT 1 􀁾􀁾􀀠Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 Interruption to Continuous Traffic (8 hours) WARRANT
9 􀁾􀁾􀀠Four HOUf Volume Warrant 􀁾􀀠Figure 4-7 WARRANT 11 Peak HourVo!ume Warrant -Figure 􀀴􀁾􀀵􀀠
.:"'.: Table A26 TraffIc Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: QUORUM 11 OF APPROACH LANES: 3 MINOR STREET: AIRPORT # OF APPROACH LANES: 3 TOWN,STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N ._-----MAJORST MINORST WARRANT 1 WARRANT 2 TWO-WAY TRAFFIC MAIN SIDE BOTH MAIN -SIDE 80TH TRA-,,£IC
_ ..J:l§AVY LEG LINE STREET MET LINE STREET MET THRESHOLD VALUES 600 200 900 100 06 00 AM TO 07:00AM 430 46 07:00AM TO 08:00AM 646 137 Y Y 08:00AM TO 09:00AM 839 225 Y Y Y Y 09:00AM
TO 10:00 AM 352 88 10:00 AM TO 11:00 AM 296 86 1':00AM TO 12:00 PM 505 151 Y 12:00 PM TO 01:00 PM 609 226 Y Y Y Y 01:00 PM TO 02:00PM 605 192 Y Y 02:00 PM TO 03:00PM 416 114 Y 03:00
PM TO 04:00 PM 383 155 Y 04:00 PM TO 05:00 PM 533 189 Y 05:00PM TO 06:00 PM 944 222 Y Y Y y y y 06:00PM TO 07:00 PM 517 115 Y 07:00PM TO 08:00PM 312 85 08:00 PM TO 09:00 PM 174 48 􀁾􀁏􀀮􀁐􀁍􀁟􀀠TO
10:00 PM 165 38 1,735 2,117 5 3 3 1 10 1 a HOURS NEEDED 8 HOURS NEEDED NOT SATISFIE.D_____NOT llATISFIED WARRANT 9 y 1 4 HRS NEEDED NOT SATISFIED WARRANT 11 0 1 HR NEEDED NOT SATISFIED
WARRANT 1 --Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁾􀀭Four Hour Volume Warrant -Figure 􀀴􀁾􀀷􀀠WARRANT 11--Peak
Hour Volume Warrant 􀁾􀀠Figure 4-5 
TableA27 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: ARAPAHO # OF APPROACH LANES: 3 MINOR STREET: 􀁾􀁕􀁏􀁒􀁕􀁍􀀠# OF APPROACH LANES: 3 TOWN, STATE:
Addison. TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET {Y OR NJ: N 1-----------MAJORST MINORST WARRANT 1 􀁔􀁗􀁏􀁾􀁗􀁁􀁙􀀠TRAFFCC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE
STREET MET TllRESHOLD VALUES 600 200 06:00AM TO 07:00AM 0 0 07:00AM TO 08:00 AM 0 0 08:00AM TO 09:00AM 0 0 09:00 AM TO 10:00 AM 0 0 10:00 AM TO 11:00 AM 0 0 11:00AM TO 12:00 PM 0 0 12:00
PM TO 01:00 PM 0 0 01:00 PM TO 02:00 PM 0 0 02:00 PM TO 03:00 PM 0 0 03:00PM TO 04:00 PM 0 0 04:00PM TO 05:00 PM 0 0 05:00 PM TO 06:00PM ;',203 ·484 Y Y Y 06:00 PM TO 07:00 PM 0 0 07:00PM
TO 08:00 PM 0 0 08:00 PM TO 09;00 PM 0 0 09:00 PM TO 10:00 PM 0 0 1.203 484 1 1 1 8 HOURS NEEDED NOT SATISFIED 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭. WARRANT 2 MAIN SIDE BOrH LINE STREET MET 900 100
y y y 1 1 1 8 HOURS NEEDED NOT SATISFIED ---1--------WARRANT 9 WARRANT 11 y y 1 1 4 HRS NEEDED 1 HRNEEDED NOT SATISFIED SATISFIED WARRA.NT 1 Minimum Vehicular Volume Warrant (8 hours)
WARRANT 2 􀁾􀁾􀀠Interruption 10 Continuous Traffic (8 hours) WARRANT 9 "* Four Hour Volume Warrant -t=igure 􀀴􀁾􀀷􀀠WARRANT 11 􀀭􀁾􀀠Peak Hour Volume Warrant· Figure 􀀴􀁾􀀵􀀠
---TableA28 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: QUORUM • OF APPROACH LAN"S: 3 MINOR STREET: EDWIN LEWIS # OF APPROACH LANES: 3 TOWN, STATE:
Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SIDE--BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES 600 200 06:00AM TO 07:00AM 248 47 07:00AM TO 08:00AM ',1M2 191 Y 08:00AM TO 09:00AM 1,098 232 Y Y V 09:00 AM TO 10:00 AM 609 83 Y 10:00 AM TO 11:00 AM 415 62 11:00 AM TO 12:00
PM 630 163 Y 12:00 PM TO 01:00 PM 878 179 Y 01:00 PM TO 02;00 PM 654 101 Y 02:00 PM TO 03:00PM 575 89 03:00 PM TO 04:00 PM 536 131 04:00 PM TO 05:00 PM 661 215 Y Y V 05:00PM TO 06:00
PM M55 304 Y Y V 06:00 PM TO 07:00 PM 801 131 Y 07:QO PM TO 08:00PM 469 71 08:00 PM TO 09:00PM 351 59 09:00 PM TO 10:00 PM 344 37 10,370 2,095 9 3 3 --------aHOURS NEEDED --NOT SATISFIED
WARRANT 2 MAIN --SIDE BOTH LINE STREET MET 900 100 Y Y Y V Y Y Y Y y Y Y Y Y 2 9 2 8 HOURS NEEDED NOT SATISFIED-WARRANT 9 V V 2 4 HRS NEEDED NOT SATISFIED WARRANT 11 0 1 HRNEEOED NOT
SATISFIED WARRANT 1 􀁾􀀭Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 --InLerruptlon to Continuous Traffic (8 hours) WARRANT 9 --Four HourVolume Warrant -Figure 4-7 WARRANT 11--Peak
Hour Volume Warrant Figure 4-5 
Table A29 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET; ARAPAHO # OF APPROACH LANES: 3 MINOR STREET; EDWINLEWI$ # OF APPROACH LANES: 3 TOWN. STATE;
AddisOn" TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N); N MAJORST MINOR ST WARRANi 1 TWO·WAY TRAFFIC MAIN SIDE BOTH TRAFFIC HEAVY LEG LINE STREET MET THRESHOLD
VALUES 600 200 06:00AM TO 07:00AM 178 16 07;00 AM TO 08;00 AM 556 53 08:00AM TO 09;00 AM 732 53 Y 09;00 AM TO 10:00 AM 376 27 10;00 AM TO 11:ooAM 276 44 11;00 AM TO 12;00 PM 426 80 12:00
PM TO 01;00 PM 573 88 01:00 PM TO 02:00 PM 571 81 02;00 PM TO 03;00 PM 505 64 03;00 PM TO 04:00PM 543 95 04:00PM TO 05:00 PM 795 126 Y 05:00PM TO 06;00 PM 1.163 147 Y 06:00 PM TO 07;00
PM 865 75 Y 07:00 PM TO 08;00 PM 363 36 08:00PM TO 09:00 PM 229 25 09;00 PM TO 10:00 PM 162 36 8,i 13 1.046 4 0 0 􀁉􀁾􀁾􀀧􀀠􀀢􀁾􀀭􀁾􀀬􀀬􀀠8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN
􀁾􀁓􀁉􀁄􀁃􀀠􀁾􀁩􀁬􀁏􀁔􀁈􀁾􀀠LINE STREET MET 900 100 Y Y Y Y 1 >1 8 HOURS NEEDED NOT SATISFIED 􀁾􀁾􀀢􀀠WARRANT 9 Y 1 􀀮􀁾􀁾􀁾􀁾􀁾􀀮􀀠􀀮􀀮􀁾􀀠4 HRS NEEDED NOT SATISFIED WARRANT 11 0 !
------------1 HR NEEDED NOT SATISFIED WARRANT 1 -Minimum Vehicular Volume Warrant (8 hours) WARRANT 2 Interruption to Continuous Traffic (8 hours) WARRANT 9 􀁷􀁾􀀠Fout Hour Volume Warrant
Figure 􀀴􀁾􀀷􀀠WARRANT 11 .-Peak Hour Vofume warrant -Figure 􀀴􀁾􀀵􀀠
----------Table A30 Traffic Signal Warrant Assessment Using Actual 2001 Traffic Volumes MAJOR STREET: 􀁗􀁾􀁓􀁲􀀮􀁇􀁒􀀰􀁖􀁅􀀠# OF APPROACH LANES; 3, MINOR STREET; SOJOURN # OF APPROACH
LANES; '3, TOWN,STATE Addison, TX 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (y OR Nl: N MAJORST MINORST WARRANT 1 TWO-WAY TRAFFIC MAIN SID'E 80TH· TRAFFIC HEAWLEG LINE
STREET MET THRESHOLD VALUES 600 200 06:00AM TO 07:00AM 07:00 AM TO 08:00AM , 08;00 AM TO 09:00AM 09:00AM TO 10;00 AM lMOAM TO 11:00 AM 11:00 AM TO 12;00 PM 12;00 PM TO 01:00 PM 01:00
PM TO 02;00 PM 02;00 PM TO 03;00 PM 03;00 PM TO 04;00 PM 04;00 PM TO 05:00PM 05:00 PM TO 06:00 PM , 1,601 396 Y Y Y 06;00 PM TO 07;00 PM 07:00PM TO Oa;ooPM 08:00PM TO 09;00 PM 09:00
PM TO 10:00 PM 􀀭􀁾􀀭1.601 396 1 1 1 ----8 HOURS NEEDED NOT SATISFIED WARRANT 2 MAIN siDE BOTH LINE STREET MET 900 100 y y y 1 1 1 8 HOURS NEEDED NOT SATISFIED WARRANTg y 1 -----4 HRS
NEEDED NOT SATISFIED WARRANT 11 y 1 c----1 HRNEEDED SATISFIED WARRANT 1 -Minimum Vehicular Volume Warrant Warrant (8 hours) WARRANT 2 --Interruption to Continuous Traffic (8 hours) WARRANT
9 --Four Hour Volume Warrant -Figure 4-7 WARRANT 11 --Peak Hour Volume Warrant -Figure 􀀴􀁾􀀵􀀠