Page 63 - Kevin-Thistle Downs Subdivision

NS VII MIS wit IIIIIII MS SIN NEI NIP NM NM NMI MIMI IIIIIII MIS BIS NM

550E. NC. Single Family Detached Housing (210) 11# of single family units = 65 & 4 Veh. per Unit
...K.Ercts INGInk/S6 260.00
Source: 1TE Trip Generation, 7th Edition
ITE Land Use:

Avg 6 of Vehicles

Directional Generated Trips

Trip Rate ITE Distribution Generator Average
Avg. Low High Formula
Peak Time Period Enter T Exit Times Enter Exit Tot.

Weekday 8.02 2.8e 9.38 rli Too:99 an(x).1.81 50% 50% 7-9 AM -I 763 783, 1,565
AM P.H. of Adj. Street Traffic 0_61 1.38 In(T)=0.5 In(x)+1.88 31% 44 PM 41 ---91-1t-- 133
PM P.H. of Adj. Street Traffic 0.67 0.24 1.37 In(T)=0.921n(x).60.05 66"! 59% 174
0.24 1,1°',- 115 59
_ AM P.H. Generator 0.51 1.38 In(T)=05 In(x)+2.23
PM P.H. Generator 0.24 1 37 In(Tpaillkx)+0.05 , AM -7- ,3 133
0 67 174
Saturday 0 24 PM 47
Peak Hour Generator
6.55 3.2 11.6 in(T)=0.831n(x)+2.92 ,88. 852 1,703
Sunday 0.76 0.35 1.41 In(TK.67 In(x)+33.47 1071 91
Peak Hour Generator 8.91 198
5.93 3.67 1.09 in(T)=5 17 ln(x).353.07
0.72 0.5 in(T)=0.83 In(x)+30.18 5C 1,542
5G '4l 187

ITE Land Use: Low Rise Apartment (221) I# of buildings = 31 & 8 Unit homes
248.00
Avg 0 of Dwelling Units Source: 1TE Trip Generation, 7th Edition

Directional Generated Trips

Trip Rate ITE Distribution Generator Aver e
Avg. Low High Formula
Peak Time Period Enter Exit Times Enter Exit ,Tot.

Weekday 8.59 5.1 9 24 n(T)=5 12 In(x)4187.53 50% 50% 1,634
AM P.H. of Adj. Street Traffic 79% 114
PM P.H. of Adj. Street Traffic 0.46 0.25 I 0.86 n(T 1=0 82 In(x)40.23 21% 7.9 AM 241 yG 144
058 038 0.93 n(T)=0 881n(x),0 16 65% 35% co' 126
AM P H Generator 4-8 PM
0 51 0 25 098 n(T)=0 85 in(x)+0 14 20% 80% 96 55 154
PM P.H. Generator AM
Saturday 0e2 0.311 1 123 411(F)0).118m00.33 84% 36% 888 888 1,776
7.18 j 4.41 PIE 79' fib 144
Peak Hour Generator 9 2 In(T)=0.91In(x)+2.44 -,.
0 58 034
Sunday 0.75 n(TK.82 In(x)+0.41 4

Peak Hour Generator 6.07 4 2 8.77 n(T). .92 in(x)+2 23 1,505
0.56 0.35 I 1.17 INT)4).791n(x)+0.53
741 139