Traffic Statement

To:   
Daniel Chambers 
 
QuikTrip Corporation 
 
From: 
Shelly Sorensen, PE, PTOE 
Job Number:   23.5585 
RE:   
QuikTrip 1523 
Traffic Statement 
Date:         November 8, 2023 
 
INTRODUCTION 
Lōkahi, LLC (Lōkahi) has prepared a Traffic Statement for the proposed QuikTrip 1523 
development, located on the northwest corner of Dobson Road and Ray Road in the City of 
Chandler, Arizona. The proposed QuikTrip 1523 be comprised of a 5,312 square foot 
convenience store with 16 vehicle fueling stations. See Attachment A and Figure 1 for the site 
plan. 
 
The objective of this Traffic Statement is to analyze the proposed development’s traffic 
related impacts onto the adjacent roadway network.  
 
EXISTING CONDITIONS 
The site is currently occupied by a vacant building. Historical imagery indicates that the 
existing building was previously used as a pharmacy business, followed by a pet food store. 
 
The proposed development is bordered by Dobson Road to the east, Ray Road to south, Tutor 
Time daycare center to the west, and the Seton Catholic Preparatory School to the north. 
Commercial developments currently occupy the northeast and southeast corners of the 
Dobson Road and Ray Road intersection. Residential land uses generally occupy the vicinity 
area.  
 
Arizona State Route 101 (SR 101) is located one (1) mile west of Dobson Road, which provides 
regional access to the Phoenix metropolitan area. 
 
 
 
11/08/23

2 
 
QuikTrip Corporation 
QuikTrip 1523 
Dobson Road runs north-south and provides two (2) lanes for each direction of travel, with a 
center two-way left turn lane. There is a posted speed limit of 45 miles per hour (mph). Per the 
City of Chandler’s Transportation Master Plan Update, dated January 2020, Dobson Road is 
classified as a major arterial. According to the City of Chandler 2023 Road Segment Traffic 
Volumes, Dobson Road has an Average Daily Traffic (ADT) of 23,600 vehicles per day (vpd), 
between Ray Road and Warner Road.  
 
Ray Road is an east-west roadway that provides three (3) lanes in each direction of travel, with 
a center raised median. There is a posted speed limit of 45 mph. Per the City of Chandler’s 
Transportation Master Plan Update, dated January 2020, Ray Road is classified as a major 
arterial. According to the City of Chandler 2023 Road Segment Traffic Volumes, Ray Road has 
an ADT of 41,800 vpd, between Price Road and Dobson Road. 
 
PROPOSED 
DEVELOPMENT  
The proposed QuikTrip 1523 be 
comprised of a 5,312 square foot 
convenience store with 16 vehicle 
fueling stations. 
 
There will be two (2) direct access 
points for the proposed 
development, both of which are 
existing driveways. One (1) access will 
be located along Dobson Road, 
approximately 330-feet north of Ray 
Road (centerline-to-centerline). This 
is currently an unrestricted access 
point. However, the City of Chandler 
is planning improvements to the 
intersection of Dobson Road and Ray 
Road (CIP 6ST754). A median is 
anticipated to be provided along 
Dobson Road, which will limit this site 
driveway to right-in and right-out 
only movements. 
 
Additionally, one (1) access is located 
along Ray Road, approximately 380-feet west of Dobson Road. This is an existing right-in and 
right-out driveway.  
 
Figure 1 – Site Plan

3 
 
QuikTrip Corporation 
QuikTrip 1523 
TRIP GENERATION 
Trip generation is calculated utilizing the Institute of Transportation Engineers (ITE) publication 
entitled Trip Generation, 11th Edition. The ITE rates are based on studies that measure the trip 
generation characteristics for various types of land uses. The rates are expressed in terms of 
trips per unit of land use type. This publication is the standard for estimating trips in the 
transportation engineering profession. 
 
PROPOSED DEVELOPMENT 
The trip generation for the proposed QuikTrip 1523 was calculated utilizing the ITE Land Use 945 
- Convenience Store/Gas Station.  
 
Additionally, based upon the land use, pass-by trips were determined for the proposed 
development. Pass-by trips are intermediate stops on the way from an origin to a primary trip 
destination without a route diversion. Pass-by trips are attracted from the existing traffic 
passing the site on an adjacent street or roadway that offers direct access to the generator. 
These trips are not considered to add new traffic to the adjacent street network and may be 
reduced from the total external trips generated by the proposed development. For the 
purposes of this Traffic Statement, daily pass-by rates were determined based on an average of 
the AM and PM peak hour rates. 
 
The total trip generation for the proposed development is shown in Table 1. See Attachment B 
for detailed trip generation calculations. 
 
Table 1 – Trip Generation (Proposed Development) 
 
 
 
Accounting for pass-by trips, the proposed QuikTrip 1523 is anticipated to experience a total of 
4,114 daily trips, with 433 trips occurring in the AM peak hour and 364 trips in the PM peak hour. 
The proposed development is anticipated to generate a total of 1,014 new weekday trips, with 
104 new trips occurring during the AM peak hour and 92 new trips occurring during the PM peak 
hour. 
 
 
Weekday
Total
Total
In
Out
Total
In
Out
945
16
Fueling 
Positions
4,114
433
217
216
364
182
182
3,100
329
165
164
272
136
136
1,014
104
52
52
92
46
46
Land Use
Convenience Store/Gas Station
New Site Trips Total
ITE Code
Qty
Unit
Pass-By Trips
Proposed QuikTrip
AM Peak Hour
PM Peak Hour

4 
 
QuikTrip Corporation 
QuikTrip 1523 
PREVIOUS ZONING CASE DEVELOPMENT 
Per the PL98-029 development case, a retail development was planned for the northwest 
corner of the site. Phase 1 of this development included a 17,042 square foot pharmacy and 
Phase 2 included 50,682 square feet of retail uses.  
 
However, Phase 2 of the previous zoning case was not constructed. Phase 2 of the previous 
zoning case included the area currently occupied by the Tutor Time daycare and a portion of the 
parking lot area for the existing Seton Catholic Preparatory School. 
 
See Attachment C for PL98-029 development information. 
 
The trip generation for the previously proposed development was calculated utilizing ITE Land 
Use 821 – Shopping Plaza (40-150k) and ITE Land Use 881 – Pharmacy/Drugstore with Drive-
Thru. Trip generation calculations are shown in Table 2. See Attachment B for detailed trip 
generation calculations. 
 
Table 2 – Trip Generation (Previous Zoning Case Development) 
 
 
 
POTENTIAL DEVELOPMENT UNDER EXISTING ZONING 
According to Maricopa County Assessor, the existing site is zoned for Planned Area 
Development (PAD) land uses. For the purposes of this analysis, it was assumed that a 5,000 
square foot fast-food restaurant could be constructed on the existing site. 
 
Therefore, the trips generated by a 5,000 square foot fast-food restaurant was calculated 
utilizing ITE Lane Use 934 – Fast-Food Restaurant with Drive-Through Window. The total trip 
generation for potential development under existing zoning is shown in Table 3. Based upon the 
land use, pass-by trip reductions were considered for this potential development. 
 
 
Weekday
Total
Total
In
Out
Total
In
Out
881
17.042
1000 SF 
GFA
1,847
64
33
31
175
87
88
821
50.682
1000 Sq 
Ft GFA
3,422
88
55
33
263
129
134
5,269
152
88
64
438
216
222
Shopping Plaza (40-150k) (w/o 
Supermarket)
PM Peak Hour
Previous Zoning Case (PL98-029)
Pharmacy/Drugstore with Drive-Thru
Total
Land Use
ITE Code
Qty
Unit
AM Peak Hour

5 
 
QuikTrip Corporation 
QuikTrip 1523 
Table 3 – Trip Generation – Potential Development Under Existing Zoning 
 
 
 
TRIP GENERATION COMPARISON 
Proposed Development versus Previously Zoning Case Development 
A trip generation comparison between the proposed development and the development 
proposed as part of case PL98-029 was completed. 
 
As previously noted, Phase 2 of the previous zoning case is currently occupied by the Tutor Time 
daycare and a portion of the parking lot area for the existing Seton Catholic Preparatory School. 
Therefore, to account for this, the trips generated by the existing Tutor Time were included 
with the proposed QuikTrip 1523 development. The trips generated by the existing Tutor Time 
were calculated utilizing ITE Land Use 565- Day Care Center. See Table 4 below. 
 
Table 4 – Trip Generation Comparison 
(Proposed and Existing Development vs. Previous Zoning Case Development) 
 
 
 
 
 
Weekday
Total
Total
In
Out
Total
In
Out
934
5
1000 SF 
GFA
2,337
223
114
109
165
86
79
1,118
111
57
54
90
47
43
1,219
112
57
55
75
39
36
Potential Fast -Food Restaurant
Fast-Food Restaurant with Drive-
Through Window
Pass-By Trips
New Site Trips Total
Land Use
ITE Code
Qty
Unit
AM Peak Hour
PM Peak Hour
Weekday
Total
Total
In
Out
Total
In
Out
945
16
Fueling 
Positions
4,114
433
217
216
364
182
182
565
15.398
1000 SF 
GFA
733
169
90
79
171
80
91
4,847
602
307
295
535
262
273
3,100
329
165
164
272
136
136
1,747
273
142
131
263
126
137
881
17.042
1000 SF 
GFA
1,847
64
33
31
175
87
88
821
50.682
1000 Sq 
Ft GFA
3,422
88
55
33
263
129
134
5,269
152
88
64
438
216
222
-422
450
219
231
97
46
51
-3,522
121
54
67
-175
-90
-85
Total Site Trips
Proposed QuikTrip
Difference (New Trips)
Shopping Plaza (40-150k) (w/o 
Supermarket)
PM Peak Hour
Previous Zoning Case
Pharmacy/Drugstore with Drive-Thru
Total
Difference (Total Trips)
Land Use
ITE Code
Qty
Unit
AM Peak Hour
Convenience Store/Gas Station
Pass-By Trips
New Site Trips Total
Day Care Center

6 
 
QuikTrip Corporation 
QuikTrip 1523 
Accounting for pass-by trips interaction, the proposed QuikTrip 1523 and existing Tutor Time  
generate 3,522 (66.8%) fewer weekday trips, with 121 (79.6%) more AM peak hour trips and 175 
(40.0%) fewer trips during the PM peak hour than the development proposed as part of zoning 
case PL98-029.  
 
Proposed Development versus Potential Development Under Existing Zoning 
A trip generation comparison between the proposed development and a potential fast-food 
restaurant under existing zoning is shown in Table 4 below. 
 
Table 5 – Trip Generation Comparison 
(Proposed Development vs. Potential Development Under Existing Zoning) 
 
 
 
Accounting for pass-by trips interaction, the proposed QuikTrip 1523 generate 205 (16.8%) fewer 
weekday trips, with 8 (7.1%) fewer AM peak hour trips and 17 (22.7%) more trips during the PM 
peak hour than the potential build-out of a fast-food restaurant under existing zoning.  
 
FIELD REVIEW AND OBSERVATIONS 
A field review was performed along Dobson Road, between the existing site driveway and the 
southern site driveway that serves the Seton Catholic Preparatory School. Observations were 
performed between 7:00 am to 8:15 am and between 2:30 pm to 4:00 pm to coincide with the 
Seton Catholic Preparatory drop-off and pick-up times. 
 
During the morning observation period of 7:00 am to 8:15 am, a total of four (4) students were 
observed walking along Dobson Road, between Ray Road and the southern school driveway. 
 
During the afternoon observation period of 2:30 pm to 4:00 pm, a total of two (2) students 
were observed walking along Dobson Road, between Ray Road and the southern school 
driveway. 
Weekday
Total
Total
In
Out
Total
In
Out
945
16
Fueling 
Positions
4,114
433
217
216
364
182
182
3,100
329
165
164
272
136
136
1,014
104
52
52
92
46
46
934
5
1000 SF 
GFA
2,337
223
114
109
165
86
79
1,118
111
57
54
90
47
43
1,219
112
57
55
75
39
36
1,777
210
103
107
199
96
103
-205
-8
-5
-3
17
7
10
AM Peak Hour
PM Peak Hour
Land Use
Convenience Store/Gas Station
New Site Trips Total
ITE Code
Qty
Unit
Pass-By Trips
Proposed QuikTrip
Potential Development Under Existing Zoning
Fast-Food Restaurant with Drive-
Through Window
Pass-By Trips
New Site Trips Total
Difference (Total Trips)
Difference (New Trips)

7 
 
QuikTrip Corporation 
QuikTrip 1523 
 
Additionally, no vehicular queuing was observed along Dobson Road to access was southern 
school driveway. 
 
See Figure 2 below observation summary.  
 
 
 
Figure 2 - Observation Summary

8 
 
QuikTrip Corporation 
QuikTrip 1523 
SUMMARY 
The proposed QuikTrip 1523 development is located on the northwest corner of Dobson Road 
and Ray Road in the City of Chandler, Arizona. The proposed QuikTrip 1523 be comprised of a 
5,312 square foot convenience store with 16 vehicle fueling stations.   
 
Trip Generation 
Accounting for pass-by trips, the proposed QuikTrip 1523 is anticipated to experience a total of 
4,114 daily trips, with 433 trips occurring in the AM peak hour and 364 trips in the PM peak hour. 
The proposed development is anticipated to generate a total of 1,014 new weekday trips, with 
104 new trips occurring during the AM peak hour and 92 new trips occurring during the PM peak 
hour. 
 
Trip Generation Comparison 
A trip generation comparison between the proposed development and the development 
proposed as part of case PL98-029 was completed. Accounting for pass-by trips interaction, the 
proposed QuikTrip 1523 and existing Tutor Time generate 3,522 (66.8%) fewer weekday trips, 
with 121 (79.6%) more AM peak hour trips and 175 (40.0%) fewer trips during the PM peak hour 
than the development proposed as part of zoning case PL98-029.  
 
Additionally, a trip generation comparison between the proposed development and a potential 
fast-food restaurant under existing zoning was completed. Accounting for pass-by trips 
interaction, the proposed QuikTrip 1523 generate 205 (16.8%) fewer weekday trips, with 8 (7.1%) 
fewer AM peak hour trips and 17 (22.7%) more trips during the PM peak hour than the potential 
build-out of a fast-food restaurant under existing zoning.  
 
Therefore, the build-out of the proposed QuikTrip 1523 represents a reduction in daily traffic 
compared to the previous proposed development at this location, as well as compared to a 
potential fast-food restaurant.  
 
Field Review and Observations 
A field review was performed along Dobson Road, between the existing site driveway and the 
southern site driveway that serves the Seton Catholic Preparatory School. A total of four (4) 
and two (2) students were observed walking along Dobson Road, between Ray Road and the 
southern school driveway during the morning and afternoon periods.

A  
                   
 
 
 
 
 
QuikTrip Corporation 
QuikTrip 1523 
ATTACHMENT A – PROPOSED SITE PLAN

16K UNLEADED (10.5'Ø)
SUBMERGED
PUMP
16K UNLEADED (10.5'Ø)
FILL
VAPOR
PROBE
ANNULAR
SUBMERGED
PUMP
FILL
VAPOR
PROBE
ANNULAR
16K PRODUCT X (10.5'Ø)
SUBMERGED
PUMP
FILL
VAPOR
PROBE
ANNULAR
16K PREMIUM (10.5'Ø)
SUBMERGED
PUMP
FILL
VAPOR
PROBE
ANNULAR
16K DIESEL (10.5'Ø)
SUBMERGED
PUMP
FILL
VAPOR
PROBE
ANNULAR
FUELING CANOPY
7,287 S.F.
G3SE (P-112)
STORE NO.: 1523
5,312 S.F.
BLDG. HT.= 20'-0"
RAY ROAD
DOBSON ROAD
N0°37'00"W
10.00'
N89°23'00"E
45.00'
S0°37'00"E
5.00'
N89°23'00"E
150.15'
S0°37'00"E
10.00'
N89°23'00"E
36.47'
N89°23'00"E
65.00'
S89°23'00"W   2727.26'
391.70'
N64°06'59"W   2733.78'
80.00'
N44°46'58"E
28.48'
N0°10'55"E
305.03'
S89°49'15"E
4.00'
N0°10'55"E
23.59'
N89°49'15"W
320.66'
S0°10'55"W
348.02'
1523
2000 W RAY ROAD
CHANDLER, AZ
291443019
P-113 (02/12/23)
08
001
RMH
HDO
RMH
QuikTrip No.
A
SHEET TITLE:
SHEET NUMBER:
DIVISION:
DESIGNED BY:
1
©  COPYRIGHT QUIKTRIP CORPORATION 2011
ANY UNAUTHORIZED USE, REPRODUCTION,
PUBLICATION, DISTRIBUTION, OR SALE IN
WHOLE OR IN PART, IS STRICTLY FORBIDDEN.
ORIGINAL ISSUE DATE: 03/24/2023
PROTOTYPE:
VERSION:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
REV
DATE
DESCRIPTION
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SITE LEGEND
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BENCHMARK:
BASIS OF BEARING:
PROJECT DATA:
Vicinity Map
Vicinity Map
W. CHANDLER BLVD.
N. ALMA SCHOOL ROAD
N. DOBSON ROAD
LOOP-101
W. RAY RD.
W. WARNER RD.
SP1
PRELIMINARY SITE PLAN
ENGINEER:
DEVELOPER:

B  
                   
 
 
 
 
 
QuikTrip Corporation 
QuikTrip 1523 
ATTACHMENT B – TRIP GENERATION

QuikTrip
Trip Generation Calculations
945
Convenience Store/Gas Station
(GFA 4-5.5k)
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
945
16
Fueling 
Positions
257.13
50%
50%
27.04
50%
50%
22.76
50%
50%
4,114
2,057
2,057
433
217
216
364
182
182
Average
945
16
Fueling 
Positions
193.00
50%
50%
7.78
50%
50%
9.78
50%
50%
3,088
1,544
1,544
124
62
62
156
78
78
Minimum
945
16
Fueling 
Positions
324.17
50%
50%
44.38
50%
50%
37.50
50%
50%
5,187
2,594
2,593
710
355
355
600
300
300
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
945
16
Fueling 
Positions
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Equation
57.53
9.88
8.49
5
18
23
14
13
14
N/A
N/A
N/A
Convenience Store/Gas Station
R2
Convenience Store/Gas Station
Standard Deviation
Number of Studies
Average Size
PM Peak Hour
Unit
Weekday
Weekday
AM Peak Hour
PM Peak Hour
Convenience Store/Gas Station
Weekday
AM Peak Hour
Convenience Store/Gas Station
Convenience Store/Gas Station
Land Use
ITE 
Code
Qty
Unit
PM Peak Hour
Weekday
AM Peak Hour
Land Use
ITE 
Code
Qty
AM Peak Hour
PM Peak Hour

QuikTrip
Pass-By Calculations
PASS-
BY
PASS-
BY
ENTER
EXIT
TOTAL Rate % ENTER
EXIT
TOTAL
ENTER
EXIT
TOTAL
Rate   
%
ENTER
EXIT
TOTAL
16
217
      
216
  
433
     
76%
52
        
52
         
104
     
182
      
182
   
364
    
75%
46
       
46
     
92
       
217
      
216
  
433
     
52
        
52
         
104
     
182
      
182
   
364
    
46
       
46
     
92
       
Gasoline/Service Station with Convenience Market
TOTAL
After Pass-By
After Pass-By
Land Use
SF
Fueling 
Positions
BEFORE REDUCTION   
AM PEAK HR
AM REDUCED
BEFORE REDUCTION   
PM PEAK HR
PM REDUCED

QuikTrip
Trip Generation Calculations
881
Pharmacy/Drugstore with Drive-Thru
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
881
17
1000 SF GFA
108.40
50%
50%
3.74
52%
48%
10.25
50%
50%
1,847
924
923
64
33
31
175
87
88
Average
881
17
1000 SF GFA
65.05
50%
50%
1.93
52%
48%
4.86
50%
50%
1,109
555
554
33
17
16
83
41
42
Minimum
881
17
1000 SF GFA
180.63
50%
50%
7.25
52%
48%
20.45
50%
50%
3,078
1,539
1,539
124
64
60
349
174
175
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
881
17
1000 SF GFA
Ln(T)=0.74Ln(X)+5.32
50%
50%
N/A
N/A
N/A
N/A
N/A
N/A
1,666
833
833
N/A
N/A
N/A
N/A
N/A
N/A
Equation
33.82
1.55
4.01
16
21
39
13
13
13
0.51
N/A
N/A
821
Shopping Plaza (40-150k) (w/o Supermarket)
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
821
50.682
1000 Sq Ft 
GFA
67.52
50%
50%
1.73
62%
38%
5.19
49%
51%
3,422
1,711
1,711
88
55
33
263
129
134
821
51
1000 Sq Ft 
GFA
43.29
50%
50%
0.29
62%
38%
2.55
49%
51%
2,194
1,097
1,097
15
9
6
129
63
66
821
51
1000 Sq Ft 
GFA
91.06
50%
50%
3.77
62%
38%
15.31
49%
51%
4,615
2,307
2,308
191
118
73
776
380
396
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
821
51
1000 Sq Ft 
GFA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
19.25
1.06
2.28
7
13
42
59
67
79
N/A
N/A
N/A
Existing Tutor Time
565
Day Care Center
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
565
15
1000 SF GFA
47.62
50%
50%
11.00
53%
47%
11.12
47%
53%
733
367
366
169
90
79
171
80
91
Average
565
15
1000 SF GFA
12.12
50%
50%
1.79
53%
47%
1.56
47%
53%
187
94
93
28
15
13
24
11
13
Minimum
565
15
1000 SF GFA
211.06
50%
50%
57.02
53%
47%
40.85
47%
53%
3,250
1,625
1,625
878
465
413
629
296
333
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
565
15
1000 SF GFA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Equation
29.78
6.08
6.28
27
89
90
5
5
5
N/A
N/A
N/A
R2
Weekday
AM Peak Hour
PM Peak Hour
Day Care Center
Day Care Center
Standard Deviation
Number of Studies
Average Size
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Day Care Center
Day Care Center
Day Care Center
Land Use
ITE 
Code
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Land Use
ITE 
Code
Qty
Unit
Weekday
PM Peak Hour
Pharmacy/Drugstore with Drive-Thru
Pharmacy/Drugstore with Drive-Thru
Land Use
ITE 
Code
Qty
Unit
Weekday
AM Peak Hour
Unit
Weekday
PM Peak Hour
Weekday
AM Peak Hour
Pharmacy/Drugstore with Drive-Thru
Pharmacy/Drugstore with Drive-Thru
Land Use
ITE 
Code
Qty
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Pharmacy/Drugstore with Drive-Thru
Standard Deviation
Number of Studies
Average Size
R2
Shopping Plaza (40-150k) (w/o Supermarket)
Land Use
ITE 
Code
Qty
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Shopping Plaza (40-150k) (w/o Supermarket)
Shopping Plaza (40-150k) (w/o Supermarket)
Land Use
ITE 
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Shopping Plaza (40-150k) (w/o Supermarket)
Standard Deviation
Number of Studies
Average Size
R2
Unit
Weekday
Shopping Plaza (40-150k) (w/o Supermarket)

Trip Generation Calculations (11th Edition)
Rate
% In
% Out
Rate
% In
% Out
Rate
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
934
5.000
1000 SF 
GFA
467.48
50%
50%
44.61
51%
49%
33.03
52%
48%
2,337
1,169
1,168
223
114
109
165
86
79
Average
934
5.000
1000 SF 
GFA
98.89
50%
50%
1.05
51%
49%
8.77
52%
48%
494
247
247
5
3
2
44
23
21
Minimum
934
5.000
1000 SF 
GFA
1,137.66
50%
50%
164.25
51%
49%
117.22
52%
48%
5,688
2,844
2,844
821
419
402
586
305
281
Maximum
Equation
% In
% Out
Equation
% In
% Out
Equation
% In
% Out
Total
In
Out
Total
In
Out
Total
In
Out
934
5.000
1000 SF 
GFA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Equation
238.62
27.14
17.59
71
96
190
3
4
3
N/A
N/A
N/A
Number of Studies
Average Size
R2
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour
Qty
Unit
Weekday
AM Peak Hour
Fast-Food Restaurant with Drive-Through Window
Standard Deviation
Fast-Food Restaurant with Drive-Through Window
Fast-Food Restaurant with Drive-Through Window
Fast-Food Restaurant with Drive-Through Window
Fast-Food Restaurant with Drive-Through Window
Land Use
ITE 
Code
LU - 934 - Fast-Food Restaurant with Drive-Through Window
Land Use
ITE 
Code
Qty
Unit
Weekday
AM Peak Hour
PM Peak Hour
Weekday
AM Peak Hour
PM Peak Hour

Pass-By Calculations
PASS-
BY
PASS-
BY
ENTER
EXIT
TOTAL Rate % ENTER
EXIT
TOTAL ENTER
EXIT
TOTAL
Rate   
%
ENTER
EXIT
TOTAL
5.000
    
114
      
109
     
223
     
50%
57
       
55
       
112
      
86
      
79
       
165
     
55%
39
       
36
       
75
       
114
      
109
     
223
     
57
       
55
       
112
      
86
      
79
       
165
     
39
       
36
       
75
       
Fast-Food Restaurant with Drive-Through Window
TOTAL
After Pass-By
After Pass-By
Land Use
SF
BEFORE REDUCTION    
AM PEAK HR
AM REDUCED
BEFORE REDUCTION    
PM PEAK HR
PM REDUCED

C  
                   
 
 
 
 
 
QuikTrip Corporation 
QuikTrip 1523 
ATTACHMENT C – PL98-029 DEVELOPMENT 
DOCUMENTS