Cities Index.
Agenda packet

Eastvale City Council
January 8, 2025

Document
Agenda packet
Meeting
January 8, 2025
Body
Eastvale City Council
Pages
22
Original file
40.3 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

Linking the TUMF to VMT does enable developers to continue to use TUMF participation as demonstration of partial mitigation for their cumulative regional transportation impacts under the new SB 743 requirements. Furthermore, consistent with SB 743, consideration of travel impacts in terms of peak period VMT more accurately reflects the realities of travel behavior as the basis for determining impacts on the regional transportation system by reflecting the peak demands on the system based on the number of trips and the cumulative distance these trips occupy facilities in the system.

Variation in trip length for different trip purposes is important to quantify since the impact associated with a trip is not limited to whether a trip occurs or not. A longer distance trip occupies more roadways over a longer period of time (all else being equal), and therefore goes through more intersections and consumes more capacity, thus requiring greater levels of mitigation. As the purpose of the TUMF is to mitigate the cumulative regional traffic impacts of future growth, a VMT based approach to defining the rough proportionality of impacts resulting from various differing types of new development better aligns with this purpose.

RivCoM is the primary analytical toll used to forecast VMT in Riverside County. RivCoM was developed based on the SCAG regional travel demand model, whose underlying model travel characteristics were developed based on national and regional travel behavior surveys, including the U.S. Census and the California Household Travel Survey.

The methodology for using travel demand models, including RivCoM, as the basis for calculating and measuring VMT is consistent with NEPA and CEQA guidance, and accepted transportation planning practice.

The RivCoM model produces person-trips (irrespective of mode choice) on the basis of five trip purposes including home-based-work (HBW), home-based-other (HBO), home- based-school (HBS), home-based-university (HBU), and non-home based (NHB). Peak period, off-peak period and daily vehicle trips and VMT are derived from the person-trip productions based on mode choice assignments and differing trip length 710

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 J-2
characteristics embedded on the model parameters. Daily VMT results were aggregated into home-based VMT and non-home-based VMT for each scenario to represent the level of travel demand and impact on the transportation system attributable to each trip purpose.

The attribution of VMT associated with home-based trip purposes to residential land uses and non-home-based trips to non-residential land uses is consistent with the provisions of NCHRP Report #187 Quick Response Urban Travel Estimation Techniques and Transferable Parameters User's Guide (Transportation Research Board, 1978), a widely- referenced source for travel estimation techniques used for travel demand modeling.

Chapter 2 of this report, which details trip generation estimation, states that "HBW (Home Based Work) and HBNW (Home Based Non Work) trips are generated at the households, whereas the NHB (Non-Home Based) trips are generated elsewhere.” Consistent with NCHRP Report #187, aggregating person trip productions and associated VMT into home-based (combining home-based-work, home-based-other and home-based-school) and non-home-based (combining work-based-other, and other-based-other) represents an appropriate way to allocate trip generation and associated impacts between residential and non-residential land uses for the purpose of estimating the rough proportionality of the TUMF fee.

Exhibits J-1 through J-36 of this Appendix include the RivCoM model data aggregated for peak period, off-peak period and daily person VMT for each trip purpose between the respective TUMF zones, and for both model year scenarios. The growth in daily VMT for each trip purpose was calculated as the difference between the daily VMT in the 2018 Existing scenario and the daily VMT in the 2045 No Build scenario. The growth in home-based daily VMT represents 77.7% of the total growth in daily VMT, and the growth in non-home-based daily VMT represents 22.3% of the total growth in daily VMT, as shown in Table 5.4. The relative share of the growth in daily VMT summarized in Table 5.4 provides the basis for estimating the rough proportionality of the TUMF network impacts and related mitigation costs (and associated fees) attributable to new residential and non-residential development, respectively.

711
To
From
Central 1,084,569 176,144 919,950 98,767 494,843 1,672,280 4,446,553 Hemet/San Jacinto 202,282 474,270 189,620 93,211 207,871 736,736 1,903,990 Northwest 471,239 62,909 3,082,883 69,489 235,185 3,500,199 7,421,903 Pass Area 86,956 66,611 120,609 230,246 31,017 531,753 1,067,192 Southwest 474,113 188,640 635,435 61,535 1,822,831 2,240,495 5,423,048 Outside WRCOG 833,664 293,941 3,584,150 403,303 1,245,556 129,717,014 136,077,627 TOTAL 3,152,824 1,262,514 8,532,646 956,551 4,037,302 138,398,477 156,340,314 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-1

VMT BY WRCOG TUMF ZONE
TOTAL PEAK PERIOD TRIPS FOR ALL PURPOSES - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
712
To
From
Central 165,241 58,992 411,439 65,622 197,893 1,220,777 2,119,965 Hemet/San Jacinto 70,807 53,805 128,758 48,898 103,290 567,394 972,951 Northwest 143,340 37,259 674,676 53,185 136,185 1,920,635 2,965,279 Pass Area 25,983 15,665 65,646 34,287 18,981 304,632 465,194 Southwest 165,236 76,537 376,007 49,330 410,382 1,721,102 2,798,594 Outside WRCOG 420,948 169,433 1,777,239 260,161 753,400 45,139,830 48,521,011 TOTAL 991,555 411,691 3,433,764 511,483 1,620,131 50,874,369 57,842,994 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-2

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
713
To
From
Central 673,880 84,730 364,070 26,370 227,784 361,436 1,738,269 Hemet/San Jacinto 100,994 306,411 50,898 33,509 84,214 146,284 722,311 Northwest 239,023 20,386 1,679,367 13,441 81,648 1,178,130 3,211,995 Pass Area 45,133 33,006 42,321 129,128 10,013 167,567 427,168 Southwest 234,369 82,255 197,098 10,679 1,016,873 402,898 1,944,172 Outside WRCOG 326,013 98,751 1,241,409 108,093 389,492 54,404,000 56,567,758 TOTAL 1,619,412 625,538 3,575,162 321,221 1,810,024 56,660,315 64,611,673 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-3

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
714
To
From
Central 110,735 3,642 21,950 387 16,486 6,055 159,255
Hemet/San Jacinto 8,004 43,231 162 666 2,726 70 54,859
Northwest 20,225 79 221,291 28 2,091 56,821 300,535
Pass Area 1,326 1,697 103 16,564 7 4,939 24,635
Southwest 19,735 3,035 4,593 7 138,861 1,084 167,315
Outside WRCOG 6,136 402 60,940 5,117 10,948 5,978,607 6,062,150 TOTAL 166,161 52,086 309,039 22,769 171,120 6,047,576 6,768,750 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-4

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
715
To
From
Central 116,617 17,407 82,092 6,004 49,146 58,568 329,833 Hemet/San Jacinto 20,422 60,529 6,881 9,918 17,117 18,684 133,551 Northwest 61,455 2,779 414,635 2,683 14,253 282,505 778,310 Pass Area 12,768 11,566 8,715 49,680 1,935 47,061 131,725 Southwest 40,694 13,037 27,856 1,225 237,362 49,558 369,732 Outside WRCOG 65,953 13,263 341,047 28,498 87,982 22,327,971 22,864,713 TOTAL 317,908 118,582 881,227 98,008 407,795 22,784,346 24,607,865 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-5

VMT BY WRCOG TUMF ZONE
PEAK PERIOD NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
716
To
From
Central 18,096 11,373 40,399 384 3,534 25,445 99,231
Hemet/San Jacinto 2,056 10,293 2,922 220 523 4,304 20,318 Northwest 7,195 2,406 92,914 152 1,007 62,109 165,784
Pass Area 1,747 4,677 3,824 587 80 7,554 18,470
Southwest 14,080 13,775 29,881 293 19,353 65,853 143,236 Outside WRCOG 14,614 12,092 163,514 1,433 3,734 1,866,606 2,061,994 TOTAL 57,788 54,616 333,455 3,070 28,232 2,031,871 2,509,032 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-6

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
717
To
From
Central 801,662 128,869 640,224 56,860 339,965 988,339 2,955,918 Hemet/San Jacinto 140,692 363,274 109,533 65,159 132,656 415,778 1,227,093 Northwest 340,558 37,798 2,341,566 37,213 141,992 2,394,837 5,293,964 Pass Area 67,550 54,436 80,501 191,165 19,798 353,246 766,697 Southwest 330,176 130,997 414,647 31,788 1,358,749 1,284,306 3,550,663 Outside WRCOG 569,970 187,134 2,517,328 247,784 764,704 97,045,358 101,332,277 TOTAL 2,250,608 902,509 6,103,800 629,968 2,757,864 102,481,863 115,126,612 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-7

VMT BY WRCOG TUMF ZONE
TOTAL OFF PEAK TRIPS FOR ALL PURPOSES - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
718
To
From
Central 64,053 23,015 164,150 25,429 78,516 519,620 874,784 Hemet/San Jacinto 27,710 20,523 51,954 19,949 40,698 244,713 405,547 Northwest 57,811 15,473 261,251 21,801 56,354 811,368 1,224,059 Pass Area 10,592 6,429 27,063 12,994 8,220 128,530 193,828 Southwest 65,794 29,706 153,862 20,870 157,689 724,854 1,152,774 Outside WRCOG 187,105 76,293 763,815 115,048 322,353 17,962,924 19,427,539 TOTAL 413,065 171,439 1,422,095 216,091 663,831 20,392,010 23,278,531 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-8

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
719
To
From
Central 518,247 66,043 291,090 21,528 180,073 324,734 1,401,715 Hemet/San Jacinto 77,692 230,275 41,945 28,302 64,944 130,834 573,991 Northwest 181,766 15,629 1,296,905 11,001 63,383 1,010,885 2,579,569 Pass Area 35,416 25,064 34,290 99,409 8,287 138,571 341,037 Southwest 181,290 62,892 165,057 8,746 793,860 357,826 1,569,671 Outside WRCOG 262,051 76,387 1,010,627 87,034 296,373 42,030,568 43,763,040 TOTAL 1,256,461 476,289 2,839,914 256,020 1,406,920 43,993,419 50,229,023 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-9

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
720
To
From
Central 29,899 1,018 5,963 112 4,495 1,879 43,367
Hemet/San Jacinto 2,171 11,723 46 212 743 22 14,915
Northwest 5,315 22 59,984 8 572 16,387 82,287
Pass Area 367 460 31 4,489 2 1,358 6,707
Southwest 5,242 828 1,239 2 37,812 304 45,428
Outside WRCOG 1,679 106 16,999 1,337 2,522 1,608,845 1,631,488 TOTAL 44,671 14,158 84,261 6,159 46,147 1,628,796 1,824,191 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-10

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
721
To
From
Central 171,868 26,165 127,774 9,573 74,861 103,539 513,780 Hemet/San Jacinto 31,023 89,467 11,465 16,561 25,978 33,500 207,994 Northwest 88,808 4,136 620,263 4,317 21,165 472,709 1,211,397 Pass Area 19,327 17,223 13,991 73,960 3,239 74,839 202,580 Southwest 61,789 19,268 45,891 1,951 356,701 84,988 570,589 Outside WRCOG 103,831 20,636 536,313 43,581 141,283 33,374,718 34,220,361 TOTAL 476,647 176,895 1,355,697 149,943 623,228 34,144,292 36,926,701 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-11

VMT BY WRCOG TUMF ZONE
OFF PEAK NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
722
To
From
Central 17,594 12,628 51,247 218 2,019 38,566 122,272
Hemet/San Jacinto 2,097 11,286 4,124 136 292 6,709 24,645 Northwest 6,858 2,539 103,163 86 517 83,488 196,652
Pass Area 1,849 5,259 5,127 313 49 9,947 22,544
Southwest 16,062 18,302 48,598 219 12,688 116,334 212,202 Outside WRCOG 15,304 13,712 189,575 784 2,172 2,068,303 2,289,850 TOTAL 59,764 63,727 401,834 1,755 17,738 2,323,347 2,868,164 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-12

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
723
To
From
Central 1,886,231 305,013 1,560,174 155,627 834,808 2,660,619 7,402,471 Hemet/San Jacinto 342,975 837,544 299,154 158,370 340,527 1,152,514 3,131,082 Northwest 811,797 100,707 5,424,449 106,702 377,177 5,895,035 12,715,867 Pass Area 154,507 121,047 201,110 421,411 50,814 884,999 1,833,889 Southwest 804,289 319,636 1,050,082 93,323 3,181,580 3,524,801 8,973,711 Outside WRCOG 1,403,634 481,075 6,101,478 651,086 2,010,260 226,762,371 237,409,905 TOTAL 5,403,432 2,165,023 14,636,446 1,586,519 6,795,166 240,880,340 271,466,925 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-13

VMT BY WRCOG TUMF ZONE
TOTAL DAILY TRIPS FOR ALL PURPOSES - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
724
To
From
Central 229,295 82,007 575,590 91,051 276,409 1,740,397 2,994,749 Hemet/San Jacinto 98,516 74,328 180,712 68,847 143,988 812,107 1,378,498 Northwest 201,151 52,731 935,927 74,986 192,540 2,732,003 4,189,337 Pass Area 36,574 22,095 92,709 47,281 27,201 433,163 659,022 Southwest 231,030 106,243 529,869 70,200 568,071 2,445,955 3,951,368 Outside WRCOG 608,054 245,727 2,541,054 375,209 1,075,753 63,102,754 67,948,550 TOTAL 1,404,620 583,131 4,855,859 727,574 2,283,962 71,266,379 81,121,525 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-14
Central Hemet/San
Jacinto Northwest Pass Area Outside

WRCOG TOTAL

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-WORK TRIPS ONLY - 2018 EXISTING
Southwest
725
To
From
Central 1,192,127 150,772 655,160 47,898 407,857 686,170 3,139,984 Hemet/San Jacinto 178,686 536,686 92,843 61,811 149,158 277,118 1,296,302 Northwest 420,789 36,015 2,976,272 24,442 145,031 2,189,015 5,791,564 Pass Area 80,549 58,070 76,610 228,537 18,300 306,138 768,205 Southwest 415,659 145,147 362,155 19,425 1,810,733 760,724 3,513,843 Outside WRCOG 588,064 175,138 2,252,036 195,127 685,865 96,434,568 100,330,798 TOTAL 2,875,873 1,101,828 6,415,076 577,241 3,216,945 100,653,734 114,840,696 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-15

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-OTHER TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
726
To
From
Central 140,634 4,660 27,913 499 20,981 7,934 202,622
Hemet/San Jacinto 10,175 54,954 207 877 3,469 92 69,775 Northwest 25,540 101 281,274 36 2,663 73,208 382,822
Pass Area 1,692 2,157 134 21,053 9 6,297 31,343
Southwest 24,977 3,864 5,832 9 176,673 1,388 212,743
Outside WRCOG 7,814 508 77,939 6,454 13,470 7,587,452 7,693,638 TOTAL 210,832 66,244 393,299 28,928 217,266 7,676,372 8,592,941 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-16

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-SCHOOL TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
727
To
From
Central 288,485 43,572 209,866 15,577 124,008 162,106 843,613 Hemet/San Jacinto 51,445 149,996 18,346 26,479 43,095 52,184 341,544 Northwest 150,263 6,915 1,034,898 7,000 35,418 755,213 1,989,708 Pass Area 32,095 28,790 22,706 123,641 5,174 121,900 334,305 Southwest 102,482 32,305 73,748 3,176 594,063 134,546 940,320 Outside WRCOG 169,784 33,899 877,360 72,079 229,264 55,702,689 57,085,075 TOTAL 794,554 295,477 2,236,924 247,951 1,031,023 56,928,638 61,534,566 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-17

VMT BY WRCOG TUMF ZONE
DAILY NON-HOME-BASED TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
728
To
From
Central 35,690 24,001 91,646 601 5,553 64,011 221,503
Hemet/San Jacinto 4,153 21,580 7,046 356 815 11,012 44,963 Northwest 14,054 4,945 196,077 238 1,525 145,596 362,435 Pass Area 3,596 9,936 8,951 900 129 17,502 41,014
Southwest 30,142 32,078 78,478 512 32,040 182,188 355,438 Outside WRCOG 29,918 25,804 353,089 2,217 5,906 3,934,909 4,351,844 TOTAL 117,553 118,344 735,288 4,825 45,970 4,355,218 5,377,197 Based on RivCOM Year 2018 Existing Scenario, November 2023 EXHIBIT J-18

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-UNIVERSITY TRIPS ONLY - 2018 EXISTING
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
729
To
From
Central 1,799,333 331,707 1,246,839 150,237 725,077 2,074,041 6,327,234 Hemet/San Jacinto 419,876 828,755 285,137 155,667 345,759 1,006,889 3,042,083 Northwest 719,180 87,427 3,652,429 90,736 283,636 3,816,550 8,649,959 Pass Area 166,143 123,928 189,122 408,274 39,950 805,993 1,733,411 Southwest 823,445 350,410 894,926 84,115 3,062,054 3,170,545 8,385,495 Outside WRCOG 1,208,763 420,070 4,001,373 598,622 1,482,553 151,663,404 159,374,786 TOTAL 5,136,740 2,142,297 10,269,827 1,487,652 5,939,029 162,537,422 187,512,968 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-19

VMT BY WRCOG TUMF ZONE
TOTAL PEAK PERIOD TRIPS FOR ALL PURPOSES - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
730
To
From
Central 373,364 119,251 639,446 100,864 284,454 1,576,209 3,093,588 Hemet/San Jacinto 172,286 134,504 208,376 88,310 169,783 827,421 1,600,680 Northwest 244,964 48,849 905,169 66,860 143,376 2,007,531 3,416,748 Pass Area 69,297 34,601 118,258 72,874 25,101 465,215 785,345 Southwest 346,327 152,164 600,641 69,322 654,211 2,572,563 4,395,228 Outside WRCOG 627,554 220,846 2,057,129 369,322 678,800 52,699,890 56,653,540 TOTAL 1,833,791 710,214 4,529,019 767,551 1,955,725 60,148,829 69,945,130 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-20

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
731
To
From
Central 1,062,642 154,854 432,156 38,451 340,614 392,364 2,421,080 Hemet/San Jacinto 190,962 506,337 65,022 49,916 143,277 154,174 1,109,688 Northwest 352,592 31,203 1,941,227 19,896 116,947 1,347,877 3,809,741 Pass Area 73,295 60,143 56,197 230,606 12,927 245,844 679,013 Southwest 365,033 139,169 213,955 13,093 1,806,167 430,821 2,968,236 Outside WRCOG 473,253 165,371 1,354,389 176,377 669,783 64,072,996 66,912,168 TOTAL 2,517,777 1,057,076 4,062,946 528,338 3,089,715 66,644,076 77,899,927 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-21

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
732
To
From
Central 136,895 5,994 23,940 484 20,215 6,298 193,827
Hemet/San Jacinto 13,675 57,088 301 975 4,113 107 76,259 Northwest 23,198 110 237,602 33 2,279 66,566 329,788
Pass Area 1,880 2,406 139 26,717 7 9,600 40,749
Southwest 24,598 3,842 4,731 7 228,422 1,295 262,895
Outside WRCOG 6,723 624 64,150 5,947 16,481 6,271,751 6,365,676 TOTAL 206,969 70,065 330,863 34,163 271,517 6,355,617 7,269,194 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-22

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
733
To
From
Central 202,038 35,728 103,488 10,029 74,959 74,079 500,322 Hemet/San Jacinto 40,465 115,618 8,342 16,222 27,829 20,983 229,458 Northwest 89,752 4,817 459,879 3,793 19,949 335,223 913,414 Pass Area 19,244 20,136 9,751 77,216 1,839 73,705 201,892 Southwest 63,376 22,555 29,308 1,251 322,054 43,941 482,484 Outside WRCOG 88,138 21,358 372,582 45,519 113,947 26,519,796 27,161,341 TOTAL 503,012 220,212 983,351 154,031 560,578 27,067,727 29,488,911 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-23

VMT BY WRCOG TUMF ZONE
PEAK PERIOD NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
734
To
From
Central 24,394 15,880 47,809 408 4,835 25,090 118,417
Hemet/San Jacinto 2,488 15,208 3,096 245 757 4,204 25,998 Northwest 8,674 2,448 108,552 155 1,085 59,353 180,268
Pass Area 2,428 6,642 4,777 861 76 11,629 26,412
Southwest 24,112 32,680 46,293 442 51,199 121,926 276,652 Outside WRCOG 13,096 11,872 153,123 1,456 3,543 2,098,971 2,282,060 TOTAL 75,191 84,731 363,649 3,568 61,494 2,321,174 2,909,807 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-24

VMT BY WRCOG TUMF ZONE
PEAK PERIOD HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
735
To
From
Central 1,318,612 243,507 855,399 90,116 512,253 1,362,381 4,382,268 Hemet/San Jacinto 307,848 620,261 182,200 112,414 232,480 632,480 2,087,683 Northwest 514,466 58,795 2,686,245 50,935 187,731 2,945,148 6,443,318 Pass Area 125,325 101,371 126,342 322,595 27,752 586,766 1,290,151 Southwest 594,702 254,789 612,135 48,790 2,229,187 1,999,442 5,739,044 Outside WRCOG 857,986 292,176 2,897,700 380,089 960,617 114,223,362 119,611,929 TOTAL 3,718,939 1,570,899 7,360,021 1,004,939 4,150,019 121,749,579 139,554,395 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-25

VMT BY WRCOG TUMF ZONE
TOTAL OFF PEAK TRIPS FOR ALL PURPOSES - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
736
To
From
Central 139,109 48,317 252,879 40,263 116,636 745,260 1,342,464 Hemet/San Jacinto 68,574 47,643 92,129 35,673 67,839 402,851 714,710 Northwest 98,150 23,283 337,214 28,227 65,852 940,673 1,493,399 Pass Area 28,513 15,183 50,763 26,317 12,905 221,065 354,746 Southwest 143,010 60,883 254,955 32,890 244,955 1,155,616 1,892,308 Outside WRCOG 302,064 116,183 938,244 166,464 326,211 21,226,888 23,076,054 TOTAL 779,420 311,492 1,926,184 329,834 834,398 24,692,353 28,873,681 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-26

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
737
To
From
Central 817,753 121,802 362,911 33,093 271,714 415,042 2,022,315 Hemet/San Jacinto 161,868 374,441 65,747 46,266 116,874 172,568 937,763 Northwest 270,238 25,096 1,486,279 16,476 90,978 1,281,165 3,170,231 Pass Area 61,546 47,031 50,231 174,731 11,410 223,207 568,155 Southwest 303,367 111,492 202,017 12,889 1,405,767 465,133 2,500,666 Outside WRCOG 387,066 126,440 1,130,769 140,486 452,722 49,373,980 51,611,462 TOTAL 2,001,838 806,301 3,297,953 423,940 2,349,465 51,931,094 60,810,592 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-27

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
738
To
From
Central 37,552 1,684 7,015 142 5,504 2,210 54,106
Hemet/San Jacinto 4,077 15,458 110 341 1,168 42 21,196
Northwest 6,276 32 64,909 10 605 20,422 92,254
Pass Area 563 684 47 7,234 2 2,659 11,190
Southwest 6,927 1,090 1,449 3 62,653 584 72,705
Outside WRCOG 2,040 166 19,074 1,704 3,185 1,683,458 1,709,627 TOTAL 57,435 19,114 92,604 9,433 73,117 1,709,376 1,961,079 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-28

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
739
To
From
Central 299,738 55,092 169,871 16,381 115,948 153,204 810,234 Hemet/San Jacinto 70,174 166,706 18,278 29,966 46,159 47,597 378,880 Northwest 131,414 7,633 681,134 6,136 29,764 610,663 1,466,744 Pass Area 31,940 31,225 18,232 113,898 3,385 123,898 322,577 Southwest 104,433 36,376 55,746 2,580 484,258 98,486 781,879 Outside WRCOG 151,333 34,517 620,329 70,600 176,455 39,604,640 40,657,873 TOTAL 789,032 331,549 1,563,590 239,561 855,969 40,638,488 44,418,188 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-29

VMT BY WRCOG TUMF ZONE
OFF PEAK NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
740
To
From
Central 24,461 16,612 62,722 237 2,451 46,666 153,148
Hemet/San Jacinto 3,155 16,013 5,936 169 440 9,422 35,134 Northwest 8,389 2,752 116,708 85 532 92,226 220,691
Pass Area 2,763 7,248 7,069 416 50 15,937 33,483
Southwest 36,965 44,949 97,968 427 31,554 279,623 491,486 Outside WRCOG 15,482 14,869 189,285 835 2,045 2,334,396 2,556,912 TOTAL 91,214 102,442 479,690 2,170 37,070 2,778,268 3,490,855 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-30

VMT BY WRCOG TUMF ZONE
OFF PEAK HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
741
To
From
Central 3,117,946 575,214 2,102,238 240,353 1,237,329 3,436,422 10,709,502 Hemet/San Jacinto 727,723 1,449,016 467,337 268,082 578,239 1,639,369 5,129,767 Northwest 1,233,645 146,222 6,338,674 141,671 471,367 6,761,699 15,093,278 Pass Area 291,468 225,299 315,464 730,869 67,702 1,392,759 3,023,562 Southwest 1,418,147 605,199 1,507,061 132,904 5,291,241 5,169,987 14,124,539 Outside WRCOG 2,066,749 712,246 6,899,073 978,711 2,443,170 265,886,766 278,986,715 TOTAL 8,855,679 3,713,196 17,629,848 2,492,590 10,089,048 284,287,001 327,067,363 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-31

VMT BY WRCOG TUMF ZONE
TOTAL DAILY TRIPS FOR ALL PURPOSES - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Southwest Outside

WRCOG TOTAL
742
To
From
Central 512,473 167,568 892,325 141,127 401,091 2,321,469 4,436,052 Hemet/San Jacinto 240,860 182,148 300,505 123,983 237,623 1,230,272 2,315,390 Northwest 343,114 72,132 1,242,383 95,087 209,228 2,948,204 4,910,147 Pass Area 97,810 49,784 169,021 99,191 38,005 686,279 1,140,090 Southwest 489,337 213,047 855,596 102,212 899,166 3,728,179 6,287,536 Outside WRCOG 929,618 337,029 2,995,373 535,786 1,005,010 73,926,778 79,729,594 TOTAL 2,613,211 1,021,707 6,455,203 1,097,385 2,790,123 84,841,182 98,818,811 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-32
Central Hemet/San
Jacinto Northwest Pass Area Outside

WRCOG TOTAL

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-WORK TRIPS ONLY - 2045 NO BUILD
Southwest
743
To
From
Central 1,880,395 276,656 795,067 71,544 612,328 807,406 4,443,395 Hemet/San Jacinto 352,830 880,778 130,769 96,181 260,151 326,742 2,047,451 Northwest 622,829 56,299 3,427,506 36,372 207,925 2,629,041 6,979,972 Pass Area 134,842 107,173 106,427 405,337 24,337 469,052 1,247,168 Southwest 668,400 250,661 415,972 25,982 3,211,934 895,954 5,468,902 Outside WRCOG 860,319 291,810 2,485,158 316,863 1,122,505 113,446,976 118,523,630 TOTAL 4,519,614 1,863,377 7,360,898 952,278 5,439,180 118,575,170 138,710,519 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-33

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-OTHER TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
744
To
From
Central 174,447 7,678 30,955 627 25,718 8,507 247,933
Hemet/San Jacinto 17,752 72,546 411 1,316 5,281 149 97,455 Northwest 29,474 142 302,511 43 2,884 86,988 422,042
Pass Area 2,443 3,091 186 33,950 9 12,260 51,939
Southwest 31,524 4,932 6,180 10 291,076 1,879 335,600
Outside WRCOG 8,764 790 83,223 7,651 19,666 7,955,209 8,075,303 TOTAL 264,404 89,179 423,467 43,596 344,634 8,064,992 9,230,272 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-34

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-SCHOOL TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
745
To
From
Central 501,776 90,820 273,360 26,410 190,907 227,284 1,310,557 Hemet/San Jacinto 110,639 282,324 26,620 46,188 73,988 68,580 608,338 Northwest 221,166 12,450 1,141,014 9,929 49,713 945,886 2,380,158 Pass Area 51,183 51,361 27,984 191,114 5,224 197,603 524,469 Southwest 167,809 58,931 85,053 3,831 806,312 142,426 1,264,363 Outside WRCOG 239,471 55,876 992,911 116,119 290,402 66,124,436 67,819,215 TOTAL 1,292,044 551,761 2,546,941 393,592 1,416,547 67,706,215 73,907,099 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-35

VMT BY WRCOG TUMF ZONE
DAILY NON-HOME-BASED TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
746
To
From
Central 48,855 32,492 110,531 645 7,286 71,756 271,565
Hemet/San Jacinto 5,642 31,221 9,033 414 1,197 13,626 61,132 Northwest 17,063 5,200 225,260 240 1,617 151,579 400,959 Pass Area 5,191 13,890 11,846 1,278 126 27,566 59,896
Southwest 61,077 77,629 144,261 870 82,752 401,549 768,138 Outside WRCOG 28,578 26,741 342,408 2,292 5,587 4,433,366 4,838,972 TOTAL 166,406 187,172 843,339 5,738 98,564 5,099,442 6,400,662 Based on RivCOM Year 2045 No-Build Scenario, November 2023 EXHIBIT J-36

VMT BY WRCOG TUMF ZONE
DAILY HOME-BASED-UNIVERSITY TRIPS ONLY - 2045 NO BUILD
Central Hemet/San
Jacinto Northwest Pass Area Outside
WRCOG TOTALSouthwest
747

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

K-1
Appendix K - Residential Fee Calculation

In general, the fee for the TUMF program is calculated based on the following formula:

Applying this formula, Unit Cost Assumptions for the various eligible TUMF project types are used to estimate the overall cost to improve the TUMF Network as described in the TUMF Nexus Study. The resultant network improvement cost is then divided proportionally between various residential and non-residential development categories such that each new development type contributes its ‘fair share’ to the program. Any change in one formula variable has a related impact on the overall TUMF fee, although it is important to note that the resultant impact to the overall fee is not necessarily directly proportional to the formula variable change due to the intricacies of the fee calculation.

The residential fee was calculated by multiplying the estimated TUMF Network improvements cost attributable to mitigating the cumulative regional impacts of new development (Section 4.0) by the proportion of all regional trips that are generated by residential land uses (Section 5.3), and dividing this number by the projected increase in residential units between 2018 and 2045 (Table 2.3).

To account for the difference in trip generation rates between single-family residential units and multi-family residential units, the fee value was normalized for each of these housing types by first multiplying the proposed growth in households between 2018 and 2045 by the existing proportional share of each household type, and then multiplying the resultant values by the respective trip generation rate as published in the Institute of Traffic Engineers Trip Generation Manual, Eleventh Edition, 2021. The respective uniform fee values are presented in Section 6.1 . Exhibit K-1 details the calculation of the uniform single-family and multi-family residential fees (and non-residential fees).

On September 28, 2021, California Governor Gavin Newsome signed Assembly Bill 602 (AB 602) approving several changes to the Mitigation Fee Act, including the additional of §66016.5 to the California Government Code (CGC). §66016.5(a)(5)(A) states “A nexus study adopted after July 1, 2022, shall calculate a fee imposed on a housing development project proportionately to the square footage of proposed units of the development.…” unless certain findings are made. These findings include:

“(i) An explanation as to why square footage is not appropriate metric to calculate fees imposed on housing development project.
(ii) An explanation that an alternative basis of calculating the fee bears a reasonable relationship between the fee charged and the burden posed by the development.

Unit Cost Assumptions x Recommended Network Improvements Change in Residential and Non-Residential Development
= TUMF
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TUMF Nexus Study – 2024 Program Update September 9, 2024

K-2
(iii) That other policies in the fee structure support smaller developments, or otherwise ensure that smaller developments are not charged disproportionate fees.”

To address these provisions of AB 602, WRCOG analyzed the trip generation characteristics of both single-family and multi-family housing units of various sizes to determine whether there was a variation in trip generation rates based on housing unit size substantiating that TUMF should be imposed based on the square footage of the respective housing type. The findings of the analyses for single-family and multi-family, respectively, were summarized in technical memoranda that are included as Exhibit K- 2 for single-family residential units, and Exhibit K-3 for multi-family residential units.

The findings of the analysis of single-family residential units, as presented in Exhibit K-2, indicates that the trip generation rates for these units do vary by housing size, especially for units of 2,500 square feet or less. The findings also noted that variations in trip generation characteristics tended to be more closely correlated to total household population, number of children and number of workers.

Figure 9 in Exhibit K-2 illustrates Daily Vehicle Trips per Median Square Footage for Single-Family housing units. The figure generally reflects a linear increase in trip generation rate as housing size increases until the unit size reaches between 2,500 and 2,900 square feet, after which the trip generation rate stabilizes at approximately 10 to 12 trips per day. The figure also indicates some clustering of trip generation rates for housing units below 1,800 square feet, and similarly for housing units between 1,800 and 2,300 square feet. Based on these findings, WRCOG has determined that the fee for single-family residential units should be adjusted in four tiers to correlate to the trip generation characteristics associated with various ranges of single-family housing sizes to demonstrate compliance with AB 602.

To develop these tiers, WRCOG reviewed all single-family permits for which TUMF was assessed in the 2022/2023 Fiscal Year, which totaled 3,875 permits. These permit data indicated the square footage for these units ranged from 900 square feet to over 10,000 square feet with the majority of the units being between 1,800 square feet and 3,000 square feet. According to these data, the average square footage of these units was 2,300 square feet. WRCOG then examined the permit distribution to determine how units of various sizes should be grouped for the purposes of assessing TUMF to account for variations in the trip generation rates for single-family residential units of different sizes. An analysis of the different home sizes determined that it would be reasonable to stratify the home sizes into four tiers as presented in Table K.1. As indicated in Table K.1, approximately ½ of all single-family permits fall into Tier 1 and Tier 2 while the remaining ½ fall into Tier 3 and Tier 4.

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TUMF Nexus Study – 2024 Program Update September 9, 2024

K-3
Table K.1 – Single-Family Residential Unit Size Distribution in Western Riverside County (based on FY 2022/2023 Single-Family Residential Unit Permits Issued in Western Riverside County)

Home Size Range (square feet) Number of Permits Percentage of Permits Less than or equal to 1,800 451 12%
1,801 to 2,300 1,409 36%
2,301 to 2,700 1,121 29%
More than 2,700 894 23%
Total 3,875 100%

The tiers reflecting the adjustments to the standard uniform single-family residential fee per dwelling unit (as calculated in Table 6.1) for differing ranges of single-family unit sizes are summarized in Table K.2. Consistent with §66016.5(a)(5)(A), the adjustments to the standard single-family residential fee for each tier is roughly proportional to the relative trip generation rates for the units of varying sizes described in each tier. Furthermore, the assessment of the single-family residential fee at the adjusted levels would result in a roughly proportional fee collection for all single-family residential units compared to the assessment of a standard uniform fee across all single-family residential units. This ensures that new single-family residential units continue to contribute their fair share towards the cost of mitigating the cumulative regional impact of new development on the regional transportation system thereby maintaining the program nexus outlined in this document and represented by the fee schedule presented in Table 7.1.

Table K.2 – Single-Family Residential Fee Adjustments by Unit Size

Adjustment Tier Housing Unit Size Range (in square feet) Standard Fee Adjustment Tier 1 Less than or equal to 1,800 80%
Tier 2 1,801 to 2,300 90%
Tier 3 2,301 to 2,700 100%
Tier 4 More than 2,700 125%

Exhibit K-3 presents the findings for multi-family housing units. For multi-family residential units, the results indicate little variation in trip generation rates across the range of multi- family residential unit sizes prompting WRCOG to determine that the fee for multi-family residential units would be most appropriately imposed uniformly across all multi-family dwelling units, regardless of their size.

750
EXHIBIT K-1 Western Riverside County TUMF Estimate
by Percent of TUMF Share Weighted by PM Peak Hour Trip Generation Rate Based on Needed Improvements to the Regional System of Highways and Arterials 2018 2045 Change
Single Family Residential 397,407 564,898 167,491 0.99 165,816 78.6% $15,476 Multi Family Residential 157,166 247,501 90,335 0.50 45,168 21.4% $7,816 Total 554,573 812,399 257,826 210,984 100.0%
2018 2045 Change
Industrial 169,334 245,915 76,581 0.6 45,949 15.1% 61,489,565 $2.33 Retail 73,814 86,929 13,115 1.8 23,607 7.8% 6,557,500 $11.21 Service 308,703 482,958 174,255 1.2 209,106 68.8% 66,735,957 $9.76 Government/Public Sector 18,569 30,640 12,071 2.1 25,349 8.3% 3,420,665 $23.07 Total 570,420 846,442 276,022 304,011 100.0% 138,203,688 Notes:
- trip generation rates based on ITE Trip Generation 11th Edition (2021) rates for weekday PM peak hour by generator trip ends - residential formula: [(TUMF cost share)(residential share of VMT) / (change in housing units)] * (percentage of trip change) - non-residential formula: [(TUMF cost share)(non-residential share of VMT) / (change in SF of GFA)] * (percentage of trip change) Calculation Inputs:
residential share of daily VMT 77.7%
non-residential share of daily VMT 22.3%
total regional mitigation cost $5,283,909,000
existing obligated improvement funding $382,886,000
unfunded existing need cost $646,931,000
MAX TUMF VALUE $4,244,608,000
MAX TUMF SHARE 80.3%
Residential Value $3,298,060,000
Non-Residential Value $946,548,000
PM Peak Hour Trip
Generation Rate
Change in SF of
GFA
PM Peak Hour Trip
ChangeResidential
Non-Residential
Employees
Dwelling Units PM Peak Hour Trip
Generation Rate Fee/DU
Percentage of PM
Peak Hour Trip
Change
PM Peak Hour Trip Change
Percentage of PM
Peak Hour Trip
Change
Fee/SF of GFA
751

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

EXHIBIT K-2

[Single-Family] Residential Trip Generation Memorandum
Fehr & Peers, November 16, 2022

752

Choose an item.

Memorandum

Date: November 16, 2022
To: Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG From: Mike Wallace, Eleanor Hunts, and Jason Pack – Fehr & Peers Subject: WRCOG Residential Trip Generation
Contract No. 2022-65-1400-004 / Task Order No. 2022-65-1400-004-003 OC22- 0864
This memo summarizes the goals, data and analysis, key findings, and recommendations relating to the evaluation of vehicle trip generation and residential development characteristics.

Specifically, this memo is intended to inform the Transportation Uniform Mitigation Fee (TUMF) guidelines on the relationship between residential trip generation and home size (square footage) as prescribed in California Assembly Bill 602 (AB 602). This draft memo will be followed-up with a phone call to discuss the recommendations and the memo will be revised and finalized based on the call.

Key Findings
Questions answered through the analysis and the findings are listed below. • Is home size a key predictor of residential vehicle trip generation? Yes, for homes of 2,500 square feet or less the trips increase with the larger home size. After 2,500 square feet the number of trips stay constant with home size, all else being equal. • Are there other characteristics that have a higher predictive relationship than home size? Yes, the trip generation increases with the total household population, average number of children, and average number workers. Home size accounts for approximately 50% of the increase in home size for homes less than 2,500 square feet with the remaining 50% explained by multiple factors of the people within the home.
• Does the location (i.e. TUMF zone) change the relationship of home size or the other characteristics? No, the home location may influence the size, number of people, or household income, and/or the distance the trips travel, but does not influence the trips generated.
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• Are there recommended changes to the TUMF based on the findings? If so, what is the potential impact to the TUMF collection and home owners? Yes, it is recommended that smaller homes pay a fee based on home size. The appropriate fee should be evaluated by the TUMF fee consultant to determine the potential impact to fee collected compared to the current fee expectation. Smaller homes paying less could potentially make home ownership less expensive overall compared to larger homes.

Data Collection
This section describes the data that were used to evaluate the trip generation. Specifically, the identification and selection of study areas, method for obtaining and results of the travel activity, and collection of residential characteristics.

Study Area Selection
To determine the home characteristics that might influence trip generation, representative residential neighborhoods in each of the TUMF zones were identified. The criteria used for selecting neighborhoods included the following:
• Residential land use could be isolated from other uses • Minimal cut through traffic
• As close to Census Blocks or Block Groups as possible to obtain demographic information • Minimal construction activity that would change the number of units • Diverse home size, household income

Based on local knowledge, aerial photos, Census geography, and home information from Zillow, WRCOG staff identified a preliminary list of potential study locations in each TUMF zone. Through discussions and review of each location, Fehr & Peers narrowed down the list of study locations to 23 neighborhoods, shown on Figure 1.

Travel Activity
StreetLight Data from smart phones were collected at 23 residential neighborhoods shown on Figure 1 were collected for trips that started or ended within each neighborhood. This method excluded trips that cut through the neighborhood. To avoid holidays, vacations, and to reflect travel when school is in session, data from March 1st through April 30th and September 1st through October 31st for all weekdays in 2019 were collected to represent the average vehicle trips per day for all homes within each study area.

Since StreetLight Data are based on location-based services (LBS) derived from cellular phone applications, 48-hour traffic counts were conducted at eight of the 23 study area locations as a point of comparison. The eight representative count locations were selected to have at least one 754
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Page 3 of 13 ends

location in each TUMF zone, minimize the number of roadways accessing the land use, and to allow the most accurate representation of trips associated with the residential homes without capturing cut through traffic. The eight locations where 48-hour counts were collected are shown on Figure 2.

As shown on Figure 3, the 48-hour traffic count variation from day to day and the StreetLight Data average are very similar, giving confidence that the StreetLight Data for all study areas would be representative.

Residential Characteristics
The number of homes and characteristics for the homes within each study area were obtained from multiple sources, as summarized in Table 1. To identify outliers and the range of values for each variable that would be used to estimate the trip generation, plots of each study location by TUMF zone were developed and are summarized below with reference to the appropriate figure. • Figure 4 – Median Square Footage: good distribution across study areas and within each TUMF zone
• Figure 5 – Average Persons per Household: good distribution across study areas and within each TUMF zone
• Figure 6 – Average Children per Household: good distribution across study areas and within each TUMF zone, including one study area that has very high children per household and another study area that has very low children per household • Figure 7 – Average Workers per Household: good distribution across study areas and within each TUMF zone
• Figure 8 – Median Cost per Square Foot: good distribution across study areas and within each TUMF zone
Based on the review of each variable, the range across the study areas and within each TUMF zone are appropriate for use in the trip generation analysis.

Trip Generation Results
The StreetLight Data daily vehicle trips were used to visually display the relationship of each home characteristic for each study area and within each TUMF zone. The appropriate figure number and conclusion for the relationship are listed below.
• Figure 9 – Daily Vehicle Trips per Median Square Footage: slight increase in vehicle trips as median square footage increases
• Figure 10 – Daily Vehicle Trips per Average Persons per Household: slight increase in vehicle trips as total number of people per household increases 755
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• Figure 11 – Daily Vehicle Trips per Average Children per Household: slight increase in vehicle trips as average number of children per household increases • Figure 12 – Daily Vehicle Trips per Average Workers per Household: slight increase in vehicle trips as average number of workers per household increases • Figure 13 – Daily Vehicle Trips per Median Cost per Square Foot: no clear relationship between average number of workers and trip generation

In addition to visual representations of the data, statistical analysis was performed to obtain the correlation between the variables to daily vehicle trips and to determine the regression equations.

Figure 16 – Correlation Matrix for All Variables: the correlation values in the green box for average and median home size of 0.7 indicate a strong positive correlation and mean as home size increases the number of trips increase. The correlation value of 0.7 results in an R-square of

0.49, meaning nearly half of the increase in trip generation is related to home size.

Based on Figures 10 and 11, the relationship between trip generation appeared to be linear, with the relationship possibly changing around 2,500 square feet. The linear regression analysis of average home size was performed for all home sizes, homes 2,500 square feet or smaller, and homes larger than 2,500 square feet. The results of the analysis are summarized in Table 2 . The results show for home sizes of 2,500 square feet or less, the influence of the home size (represented by the coefficient) is nearly double that when all home sizes are included in the regression. The nearly zero coefficient and very high constant for the regression of home sizes above 2.500 square feet indicate that the trip generation is nearly constant for homes above 2,500 square feet.

Recommendations and Next Steps
Although home characteristics other than square footage have a slight increase in trip generation, the ability to forecast or control all of the characteristics other than home square footage is very difficult. Based on the results of trip generation and discussions with WRCOG regarding the feasible size of homes being constructed in the region, WRCOG will work with the TUMF fee consultant to identify and recommend appropriate fee adjustments based on square footage. 756
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Cleveland NF
San Jacinto
Wildlife
Area

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HILLS
CORONA

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HEMET
IRVINE

JURUPA VALLEY

LAGUNA HILLS

LAGUNA NIGUEL

LAKE ELSINORELAKE FOREST

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MISSION
VIEJO

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MURRIETA
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StreetLight Data Collection Locations
Study Location by TUMF Zone
Central
Hemet/San Jacinto
Northwest
Pass
Southwest
City Boundaries
Figure 1
757
BLM
Cleveland NF
San Jacinto
Wildlife
Area

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BEAUMONT

CALIMESA

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CHINO
HILLS
CORONA

EASTVALE
HEMET
IRVINE

JURUPA VALLEY

LAGUNA HILLS

LAGUNA NIGUEL

LAKE ELSINORELAKE FOREST

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VIEJO

MORENO VALLEY

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Traffic Count Data Collection Locations
Study Location by TUMF Zone
Central
Hemet/San Jacinto
Northwest
Pass
Southwest
City Boundaries
Figure 2
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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 3 – Comparison of Individual Traffic Counts and StreetLight Data Average

Note: Red and green are the two days of manual count collection and blue are the StreetLight Data average. The BG number corresponds to the number on Figure 2.

Figure 4 – Median Square Footage

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Figure 5 – Average Persons per Household

Figure 6 – Average Children per Household

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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 7 – Average Workers per Household

Figure 8 – Median Cost per Square Foot

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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 9 – Daily Vehicle Trips per Median Square Footage

Figure 10 – Daily Vehicle Trips per Average Persons per Household

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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 11 – Daily Vehicle Trips per Average Children per Household

Figure 12 – Daily Vehicle Trips per Average Workers per Household

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Suzanne Peterson, Christopher Gray, and Chris Tzeng – WRCOG November 16, 2022

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Figure 13 – Daily Vehicle Trips per Median Cost per Square Foot

Figure 14 – Correlation Matrix for All Variables

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Table 1: Residential Home Data and Sources
Value Source
Median Home Size Zillow
Average Home Rooms Zillow
Average Household Population ACS 5 year and 1 year
Average Number of Children ACS 5 year and 1 year
Average Number of Workers ACS 5 year and 1 year
TUMF Zone WRCOG
Average Household Income ACS 5 year and 1 year

Table 2: Daily Total Vehicle Trip Regression Equation Summary Home Size Variable Coefficient Constant R-Squared
All home sizes
Median Home Size (KSF) 2.26 4.22 0.507
Homes 2.5 KSF or smaller
Median Home Size (KSF) 4.11 1.22 0.553
Homes over 2.5 KSF
Median Home Size (KSF) -0.3 11.57 0.007
Notes: KSF= Thousand Square Feet

Regression Equations
All home sizes.

Daily total vehicle trips = 2.26 * Median Home Size in Thousand Square Feet + 4.22

Homes l 2. 5 0 thousand square feet or less.

Daily total vehicle trips = 4.11 * Median Home Size in Thousand Square Feet + 1.22

Homes more than 2.50 thousand square feet.

Daily total vehicle trips = -0.3 * Median Home Size in Thousand Square Feet + 11.57

765

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024

EXHIBIT K-3

Multi-Family Residential Counts and Trip Generation Memorandum Fehr & Peers, May 12, 2023

766

3750 University Avenue | Suite 225 | Riverside, CA 92501 | (951) 274-4800 | Fax (951) 684-4324 www.fehrandpeers.com
Memorandum

Date: May 12, 2023
To: Christopher Gray - WRCOG
Chris Tzeng – WRCOG
From: Jason D. Pack, P.E.

Delia Votsch, P.E.

Raymond Poss
Subject: DRAFT TUMF Multifamily Residential Counts and Trip Generation Task Order No. 2022-65-1400-004-007
OC23-0955
This memorandum summarizes the goals, data collection and analyses, key findings, and recommendations regarding the evaluation of multifamily development characteristics and trip generation. This memo is intended to inform the Western Riverside Council of Governments (WRCOG) Transportation Uniform Mitigation Fee (TUMF) guidelines on the relationship between multifamily trip generation, number of bedrooms per dwelling unit, and average size of dwelling unit.

Key Findings
Questions answered through the data analyses and findings are listed below.  Are the size of the dwelling unit or number of bedrooms in a dwelling unit key predictors of residential multifamily trip generation? No, the size of dwelling unit nor the number of bedrooms in a dwelling unit are key predicters of trip generation.  Are there other characteristics that have a higher predictive relationship than the number of dwelling units? No, the number of dwelling units has the highest predictive relationship.
 Are there recommended changes to the TUMF program or fee calculations based on the findings? If so, what is the potential impact to the TUMF collection process and to developers? No, it is not recommended that TUMF be updated from basing multifamily development fees on number of dwelling units. 767
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Background
Western Riverside Council of Governments (WRCOG) provides local roadway funding in part through collection of fees through the Transportation Uniform Mitigation Fee (TUMF) program as part of new developments. These fees vary based on the level of impact the new development will have on traffic as determined by the characteristics of the development. The impact fee for multifamily residential developments is currently determined by the number of dwelling units (DUs).

As required by new state legislature (AB-602), agencies are required to account for the size of the dwelling unit when developing impact fees. As such, Fehr & Peers was contracted to evaluate the relationship between trips generated by multifamily apartment complexes to determine if attributes other than number of dwelling units, including number bedrooms per dwelling unit and average size of dwelling unit, significantly affect trip generation.

Data Collection
This section describes the data used to evaluate multifamily trip generation, including the selection of locations and methods for collecting trip data, apartment characteristics, and regional Census data.

Study Selection Area
To evaluate the effect of dwelling unit size and number of dwelling unit bedrooms on multifamily trip generation, the following criteria were used to select the apartment complexes within Western Riverside County:
 Minimum of one complex per TUMF Zone (five zones total)  Complexes not within a Transit Priority Area (TPA)
 Complexes not near a college or university
Through discussions and review of each location with WRCOG, Fehr & Peers narrowed the study locations to 12 multifamily apartment complexes as shown on Figure 1.

Travel Activity
Trips were observed at each of the 12 complexes by collecting vehicle counts during typical weekdays at each driveway over a three-day period. Trip observations for each complex were averaged over the three-day period and summarized below in Table 1 for Daily, AM Peak Period, and PM Peak Period counts. Raw data counts taken over the three-day period can be found Appendix A.
768
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1 2
3 4
5 6
7 8
9 10
11 12
WRCOG TUMF Multifamily Trip Generation Study Sites
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Study Locations
TUMF Zone Boundary
Figure 1
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Table 1: Multifamily Complex Trip Observations
Study
Site # Location Name
Daily Trips AM Peak PM Peak
Trips % In % Out Trip
Rate In % Out % Trip
Rate In % Out %
1 Oakwood
Apartments 2,089 50% 50% 168 40% 60% 170 56% 44%
2 Springbrook Park
Apartments 841 50% 50% 68 34% 66% 69 58% 42%
3 Vista Springs
Apartments 1,117 49% 51% 106 36% 64% 82 55% 45%
4 Vesada
Apartment
Homes
1,625 50% 50% 126 35% 65% 126 62% 38%
5 Morning Ridge
Apartments 1,130 51% 49% 88 30% 70% 102 59% 41%
6 Stonegate
Apartments 952 56% 44% 67 42% 58% 81 64% 36%
7 River's Edge
Apartment
Homes
1,045 50% 50% 93 34% 66% 91 57% 43%
8 Mayberry Colony
Apartments 616 50% 50% 49 39% 61% 54 52% 48%
9 Summit Ridge
Apartments 777 50% 50% 67 39% 61% 57 54% 46%
10 Riverdale
Apartments 737 50% 50% 65 32% 68% 67 57% 43%
11 Parkridge
Meadows
Apartments
744 50% 50% 58 34% 66% 54 63% 37%
12 Hunt Club
Apartments 1,422 51% 49% 143 36% 64% 106 60% 40%
Source: Fehr & Peers (2023)

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Residential Characteristics
Apartment characteristics, listed below, were obtained from a variety of sources, including conversations with apartment leasing agents, property webpages, Census data, Zillow.com, and the Assessor’s Office of Riverside County web page.
 Number of dwelling units
 Number of apartment styles (i.e., number of one-bedroom units, two-bedroom units, etc.)  Average size (square footage) of dwelling units
 Average number of bedrooms per dwelling unit
 Median monthly household income by Census Tract
 Average number of persons per household by Census Tract  Proximity to nearest public school
The average size of each dwelling unit was calculated by dividing the total size of all combined dwelling units by the total number of dwelling units. Similarly, the average number of bedrooms per dwelling unit were calculated by dividing the total number of bedrooms by the number of dwelling units. These apartment characteristics are shown below in Table 2. Specific information related to each apartment complex are provided in Appendix B.

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Table 2: Apartment Characteristics
Study
Site # Location Name # of
DUs
Average
Size of DU
(Sq. Ft.)
Average
Number of
Bedrooms
Median
Monthly
Household
Income
(Dollars)
Average #
of Persons
per
Household
Proximity
to
Nearest
School
(Mi)
1 Oakwood
Apartments 241 1,040 3.0 $65,240 3.92 0.2
2 Springbrook Park
Apartments 112 955 2.0 $77,148 3.6 0.5
3 Vista Springs
Apartments 212 822 1.5 $74,333 3.3 0.7
4 Vesada Apartment
Homes 261 938 1.7 $79,199 4.53 1.1
5 Morning Ridge
Apartments 200 850 1.6 $63,279 2.73 0.6
6 Stonegate
Apartments 160 802 1.5 $68,250 3.14 0.7
7 River's Edge
Apartment Homes 184 918 1.5 $78,222 3.74 0.4
8 Mayberry Colony
Apartments 89 896 1.6 $51,653 3.71 0.7
9 Summit Ridge
Apartments 80 529 2.5 $43,100 3.47 0.3
10 Riverdale
Apartments 96 1,015 2.6 $87,532 4.33 0.3
11 Parkridge
Meadows
Apartments
88 771 2.0 $74,886 3.53 0.1
12 Hunt Club
Apartments 203 962 2.0 $58,200 4.5 0.8
Sources: Fehr & Peers (2023), U.S. Census Bureau 5-Year American Community Survey (2016-2021), Zillow.com (2023), Riverside County Assessor (2023)

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Trip Generation Analysis
Using the data described above, a statistical analysis, including a regression and correlation assessment, was performed to evaluate if a statistically significant relationship exists between multifamily trip generation and the following variables to determine if an update to the development fee calculation was justified.
 Number of dwelling units
 Average size of dwelling units
 Average number of bedrooms per dwelling unit
 Median monthly income
 Average number of persons per household
 Proximity to nearest public school
Correlation Analysis
A correlation analysis was also performed to determine if a one-to-one relationship exists between daily trip generation and an apartment characteristic listed above. Figure 2, below, shows the results of the correlation analysis, with darker green cells representing a stronger, positive correlation.

The correlation analysis indicates that daily trip generation has a strong, positive correlation with the number of dwelling units and a moderate, positive correlation with average size of dwelling unit. All other variables are indicated to have a weak or very weak positive correlation with trip generation.

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Figure 2: Trip Generation Correlation Matrix
Total
Vehicles
# of
DUs
Average #
of
Bedrooms
per DU
Average
DU Size
(Sq. Ft.)
Median
Monthly
Income
Average
Household
Size
Proximity
to
Nearest
School
Total
Vehicles 1.00 0.87 0.29 0.46 0.06 0.34 0.21
# of DUs 0.87 1.00 -0.17 0.43 0.20 0.18 0.51
Average #
of
Bedrooms
per DU

0.29 -0.17 1.00 0.13 -0.09 0.36 -0.60
Average
DU Size
(Sq. Ft.)

0.46 0.43 0.13 1.00 0.55 0.51 0.16
Median
Monthly
Income

0.06 0.20 -0.09 0.55 1.00 0.25 -0.02
Average
Household
Size

0.34 0.18 0.36 0.51 0.25 1.00 0.21
Proximity
to Nearest
School

0.21 0.51 -0.60 0.16 -0.02 0.21 1.00
Source: Fehr & Peers (2023)
Regression Analysis
An ordinary least squares regression at a 95% confidence interval was performed on the above variables against daily trip generation to screen out variables that yielded statistically insignificant results. The results of the first regression are shown in Table 3.

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Table 3: Regression Results
Variable P-Value1 Statistically Significant
Number of dwelling units <0.05 Yes
Average size (square footage) of
dwelling units
>0.05 No
Average number of bedrooms per
dwelling unit
<0.05 Yes
Median monthly household
income
>0.05 No
Average number of persons per
household
>0.05 No
Proximity to nearest public school >0.05 No
Source: Fehr & Peers (2023)

1. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

A subsequent regression was run with the least statistically significant (highest P-value) variable removed. This process was repeated until all remaining variables yielded statistically significant P- values (less than 0.05), resulting in the number of dwelling units and average size of dwelling unit as the remaining variables. The P-Values for these variables are shown below in Table 4.

Table 4: Filtered Regression Results
Variable P-Value1 Statistically Significant
Number of dwelling units 4.8x10-07 Yes
Average size (square footage) of
dwelling units

0.0002 Yes
Source: Fehr & Peers (2023)

1. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

The regression analysis indicates that number of dwelling units and average size of dwelling unit are statistically significant predictors of multifamily trip generation .

To validate these results, a forward stepwise regression was also completed. A forward stepwise regression is completed by beginning with no variables in the model, and then adding them one at a time based on which has the smallest p-value when tested one at a time. This isolates any possible relationships between the variables and further helps confirm if the vehicle trip rate has a statistically valid correlation to the variables tested.

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Table 5: Forward Stepwise Regression Results
Variable Relationship Rank1 P-Value2 Statistically
Significant
Average size (square footage) of dwelling units 4 0.377 Yes Average number of bedrooms per dwelling unit 1 0.0008 No Median monthly household income 3 0.249 Yes
Average number of persons per household 5 0.509 Yes
Proximity to nearest public school 2 0.0239 No
Source: Fehr & Peers (2023)

1. Relationship rank indicates which variable has the strongest correlation with daily vehicle trip rate.

2. P-Values < 0.05 are considered statistically significant. P-Values > 0.05 are considered statistically insignificant.

As noted in Table 5, the variables with the strongest relationship to daily vehicle trip rate (number of bedrooms and distance to nearest school) are not statistically significant.

Trip Generation Results
In both the regression and correlation analyses, the number of dwelling units was found to be the strongest predictor of daily trip generation. All other variables had positive but weaker correlations to daily trip generation, and none were found to be statistically significant predictors of multifamily daily trip generation under both regression analyses.

Table 6: Summary of Trip Generation Results
Variable Overall Relationship
Ranking1
Statistically Significant
Filtered Regression Forward Regression
Number of Dwelling Units 1 Yes Yes
Average number of bedrooms
per dwelling unit 2 Yes No
Proximity to nearest public school 3 No No
Average size (square footage) of
dwelling units 4 No Yes
Average number of persons per
household 5 No Yes
Median monthly household
income 6 No Yes
Source: Fehr & Peers (2023)

1. Overall relationship rank indicates which variable has the strongest relationship with daily vehicle trip rate under the correlation and forward stepwise regression analyses.

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Recommendations and Next Steps
The results of this statistical analysis indicate that the best predictor of trip generation for multifamily apartment complexes in Western Riverside County is the number of dwelling units (the current basis for development fee calculation). Although other variables showed a positive correlation with trip generation, none yielded as strong a relationship. Based on this statistical analysis, it is not recommended that these other variables be incorporated into the TUMF program.
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Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

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Appendix A: Three-Day Trip
Observations

778
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS79 Southern Dwy east of Perris.

AM PM
T I M E 12345 T O T A L T i m e 12345 T O T A L
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 00000 0
0:30 10000 1 12:30 10100 2
0:45 00000 0 12:45 01000 1
1:00 10000 1 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 10000 1 13:30 00000 0
1:45 00000 0 13:45 20000 2
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 10000 1
3:15 00000 0 15:15 02000 2
3:30 10000 1 15:30 22000 4
3:45 00000 0 15: 45 20000 2
4:00 00000 0 16:00 10000 1
4:15 00000 0 16:15 20000 2
4:30 00000 0 16:30 10000 1
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 20000 2
5:15 10000 1 17:15 00000 0
5:30 00000 0 17:30 10000 1
5:45 00000 0 17:45 10000 1
6:00 10000 1 18:00 00000 0
6:15 00000 0 18:15 20000 2
6:30 00000 0 18:30 10000 1
6:45 00000 0 18:45 00000 0
7:00 10000 1 19:00 31000 4
7:15 03000 3 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 10000 1
8:00 00000 0 20: 00 00000 0
8:15 00000 0 20:15 10000 1
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 20000 2 21:15 10000 1
9:30 21000 3 21:30 10000 1
9:45 00000 0 21:45 00000 0
10:00 11000 2 22:00 10000 1
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 10000 1
10:45 10000 1 22:45 00000 0
11:00 10000 1 23:00 00000 0
11:15 10000 1 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 10000 1 23:45 00000 0
TOTAL 1 75000 2 2 TOTAL 2 96100 3 6
AM PEAK HOUR 9:15 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 7 AM PEAK VOLUME 9
CLASS 1 CARS TOTAL: AM+PM 46 11 1 0 0 58
CLASS 2 2-AXLE TRUCKS % OF TOTAL 79.3% 19.0% 1.7% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 3 0 0 0 4
CLASS 4 4-AXLE TRUCKS 5 0 0 0 0 5
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 1 - Oakwood Apartments
779
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS79 Southern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 00000 0
0:30 10000 1 12:30 10100 2
0:45 00000 0 12:45 00000 0
1:00 10000 1 13:00 01000 1
1:15 00000 0 13:15 00000 0
1:30 10000 1 13:30 00000 0
1:45 00000 0 13:45 20000 2
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 10000 1
3:15 00000 0 15:15 02000 2
3:30 00000 0 15:30 11000 2
3:45 10000 1 15:45 31000 4
4:00 00000 0 16:00 10000 1
4:15 00000 0 16:15 30000 3
4:30 00000 0 16:30 10000 1
4:45 00000 0 16:45 00000 0
5:00 10000 1 17:00 20000 2
5:15 10000 1 17:15 00000 0
5:30 00000 0 17:30 10000 1
5:45 00000 0 17:45 10000 1
6:00 10000 1 18:00 10000 1
6:15 00000 0 18:15 10000 1
6:30 00000 0 18:30 30000 3
6:45 00000 0 18:45 00000 0
7:00 10000 1 19:00 21000 3
7:15 03000 3 19:15 10000 1
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 10000 1
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 10000 1
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 20000 2 21:15 10000 1
9:30 21000 3 21:30 00000 0
9:45 00000 0 21:45 10000 1
10:00 11000 2 22:00 10000 1
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 10000 1
10:45 20000 2 22:45 00000 0
11:00 10000 1 23:00 00000 0
11:15 00000 0 23:15 00000 0
11:30 10000 1 23:30 00000 0
11:45 10000 1 23:45 00000 0
TOTAL 1 95000 2 4 TOTAL 3 26100 3 9
AM PEAK HOUR 9:15 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 7 AM PEAK VOLUME 10
CLASS 1 CARS TOTAL: AM+PM 51 11 1 0 0 63
CLASS 2 2-AXLE TRUCKS % OF TOTAL 81.0% 17.5% 1.6% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 3 0 0 0 4
CLASS 4 4-AXLE TRUCKS 6 0 0 0 0 6
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 1 - Oakwood Apartments
780
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS80 Northern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 90000 9 12:00 3 50000 35
0:15 60000 6 12:15 4 21000 43
0:30 2 00000 20 12:30 3 61100 38
0:45 1 20000 12 12:45 5 80000 58
1:00 1 60000 16 13:00 4 40000 44
1:15 50000 5 13:15 3 91000 40
1:30 50000 5 13:30 3 80000 38
1:45 70000 7 13:45 5 50000 55
2:00 70000 7 14:00 4 40000 44
2:15 20000 2 14:15 6 50000 65
2:30 20000 2 14:30 5 10000 51
2:45 40000 4 14:45 6 30000 63
3:00 10000 1 15:00 5 30000 53
3:15 20000 2 15:15 6 42000 66
3:30 50000 5 15:30 6 62000 68
3:45 00000 0 15:45 7 51000 76
4:00 60000 6 16:00 7 30000 73
4:15 90000 9 16:15 6 70000 67
4:30 10000 1 16:30 6 20000 62
4:45 20000 2 16:45 8 00000 80
5:00 80000 8 17:00 4 82000 50
5:15 70000 7 17:15 6 80000 68
5:30 50000 5 17:30 5 30000 53
5:45 1 10000 11 17:45 6 00000 60
6:00 90000 9 18:00 7 90000 79
6:15 1 10000 11 18:15 7 00000 70
6:30 80000 8 18:30 6 00000 60
6:45 1 30000 13 18:45 5 40000 54
7:00 1 00000 10 19:00 5 30000 53
7:15 2 90000 29 19:15 4 30000 43
7:30 4 80000 48 19:30 3 80000 38
7:45 7 00000 70 19:45 3 50000 35
8:00 5 20000 52 20:00 4 80000 48
8:15 2 70000 27 20:15 3 80000 38
8:30 5 20000 52 20:30 3 80000 38
8:45 3 60100 37 20:45 3 20000 32
9:00 2 11000 22 21:00 4 70000 47
9:15 1 91000 20 21:15 3 60000 36
9:30 2 20000 22 21:30 3 50000 35
9:45 2 91000 30 21:45 2 50000 25
10:00 2 81000 29 22:00 3 50000 35
10:15 2 40000 24 22:15 2 40000 24
10:30 2 40000 24 22:30 2 30000 23
10:45 3 50000 35 22:45 2 10000 21
11:00 3 10000 31 23:00 1 60000 16
11:15 1 60000 16 23:15 3 00000 30
11:30 2 00000 20 23:30 1 00000 10
11:45 2 93000 32 23:45 1 70000 17
TOTAL 8 1 57100 8 2 3 TOTAL 2,246 10 1 0 0 2,257
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 201 AM PEAK VOLUME 284
CLASS 1 CARS TOTAL: AM+PM 3,061 17 2 0 0 3,080
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.4% 0.6% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 201 0 0 0 0 201
CLASS 4 4-AXLE TRUCKS 282 0 0 0 0 282
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 1 - Oakwood Apartments
781
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS80 Northern Dwy east of Perris.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 51000 6 12:00 5 91000 60
0:15 80000 8 12:15 3 82000 40
0:30 70000 7 12:30 3 40000 34
0:45 70000 7 12:45 3 21000 33
1:00 51000 6 13:00 4 00000 40
1:15 60000 6 13:15 4 70100 48
1:30 30000 3 13:30 5 11000 52
1:45 50000 5 13:45 4 60000 46
2:00 30000 3 14:00 6 00000 60
2:15 20000 2 14:15 4 90000 49
2:30 10000 1 14:30 5 20000 52
2:45 30000 3 14:45 4 80000 48
3:00 20000 2 15:00 5 70000 57
3:15 40000 4 15:15 5 60000 56
3:30 50000 5 15:30 6 11000 62
3:45 1 00000 10 15:45 3 70000 37
4:00 1 40000 14 16:00 7 10000 71
4:15 1 70000 17 16:15 3 90000 39
4:30 2 00000 20 16:30 5 31000 54
4:45 1 10000 11 16:45 5 30000 53
5:00 1 50000 15 17:00 6 30000 63
5:15 1 90000 19 17:15 4 61000 47
5:30 2 10000 21 17:30 4 80000 48
5:45 2 30000 23 17:45 4 20000 42
6:00 2 80000 28 18:00 4 80000 48
6:15 2 90000 29 18:15 5 70000 57
6:30 2 70000 27 18:30 3 00000 30
6:45 3 80000 38 18:45 3 30000 33
7:00 4 80000 48 19:00 4 10000 41
7:15 7 90000 79 19:15 2 00000 20
7:30 8 20000 82 19:30 3 21000 33
7:45 7 80000 78 19:45 3 30000 33
8:00 5 70000 57 20:00 3 30000 33
8:15 6 10000 61 20:15 3 10000 31
8:30 3 61000 37 20:30 3 21000 33
8:45 3 40000 34 20:45 3 50000 35
9:00 2 70000 27 21:00 2 90000 29
9:15 3 30000 33 21:15 2 40000 24
9:30 2 72100 30 21:30 2 80000 28
9:45 4 41000 45 21:45 2 40000 24
10:00 2 81000 29 22:00 1 90000 19
10:15 3 91000 40 22:15 1 40000 14
10:30 2 72000 29 22:30 1 60000 16
10:45 3 20000 32 22:45 1 60000 16
11:00 3 60000 36 23:00 1 60000 16
11:15 3 70000 37 23:15 1 90000 19
11:30 2 60000 26 23:30 80000 8
11:45 3 91000 40 23:45 1 30000 13
TOTAL 1,208 11 1 0 0 1,220 TOTAL 1,833 10 1 0 0 1,844
AM PEAK HOUR 7:15 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 296 AM PEAK VOLUME 226
CLASS 1 CARS TOTAL: AM+PM 3,041 21 2 0 0 3,064
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 296 0 0 0 0 296
CLASS 4 4-AXLE TRUCKS 216 1 0 0 0 217
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 1 - Oakwood Apartments
782
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS75 Eastern Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 60000 6
0:15 10000 1 12:15 60000 6
0:30 10000 1 12:30 40000 4
0:45 20000 2 12:45 71000 8
1:00 10000 1 13:00 70000 7
1:15 10000 1 13:15 70000 7
1:30 10000 1 13:30 80000 8
1:45 10000 1 13:45 1 00000 10
2:00 00000 0 14:00 80000 8
2:15 30000 3 14:15 61000 7
2:30 00000 0 14:30 1 71000 18
2:45 00000 0 14:45 80000 8
3:00 00000 0 15:00 1 10000 11
3:15 10000 1 15:15 50000 5
3:30 10000 1 15:30 1 60000 16
3:45 30000 3 15:45 2 20000 22
4:00 00000 0 16:00 1 00000 10
4:15 10000 1 16:15 92000 11
4:30 30000 3 16:30 1 40000 14
4:45 20000 2 16:45 1 10000 11
5:00 10000 1 17:00 1 00000 10
5:15 00000 0 17:15 1 20000 12
5:30 20000 2 17:30 1 70000 17
5:45 30000 3 17:45 1 10000 11
6:00 40000 4 18:00 50000 5
6:15 13000 4 18:15 70000 7
6:30 00000 0 18:30 1 50000 15
6:45 21000 3 18:45 1 30000 13
7:00 42000 6 19:00 80000 8
7:15 43000 7 19:15 90000 9
7:30 40000 4 19:30 90000 9
7:45 50000 5 19:45 80000 8
8:00 50000 5 20:00 60000 6
8:15 1
10000 11 20:15 1 00000 10
8:30 70000 7 20:30 40000 4
8:45 60000 6 20:45 70000 7
9:00 40000 4 21:00 40000 4
9:15 40000 4 21:15 20000 2
9:30 10000 1 21:30 60000 6
9:45 21000 3 21:45 80000 8
10:00 10000 1 22:00 30000 3
10:15 61000 7 22:15 50000 5
10:30 80000 8 22:30 50000 5
10:45 10000 1 22:45 30000 3
11:00 41000 5 23:00 10000 1
11:15 20100 3 23:15 50000 5
11:30 20000 2 23:30 00000 0
11:45 1 01100 12 23:45 00000 0
TOTAL 128 13 2 0 0 143 TOTAL 3 8 55000 3 9 0
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 29 AM PEAK VOLUME 59
CLASS 1 CARS TOTAL: AM+PM 513 18 2 0 0 533
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.2% 3.4% 0.4% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 29 0 0 0 0 29
CLASS 4 4-AXLE TRUCKS 50 0 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 2 - Springbrook Park Apartments
783
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS75 Eastern Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 81000 9
0:15 00000 0 12:15 60000 6
0:30 00000 0 12:30 62100 9
0:45 20000 2 12:45 40000 4
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 60000 6
1:30 00000 0 13:30 30000 3
1:45 00000 0 13:45 80000 8
2:00 00000 0 14:00 1 20000 12
2:15 30000 3 14:15 90000 9
2:30 20000 2 14:30 90000 9
2:45 50000 5 14:45 80000 8
3:00 00000 0 15:00 60000 6
3:15 40000 4 15:15 70000 7
3:30 60000 6 15:30 90000 9
3:45 10000 1 15:45 30000 3
4:00 30000 3 16:00 1
50000 15
4:15 10000 1 16:15 1 10000 11
4:30 50000 5 16:30 1 50000 15
4:45 70000 7 16:45 90000 9
5:00 40000 4 17:00 50000 5
5:15 70000 7 17:15 1 10000 11
5:30 30000 3 17:30 60000 6
5:45 60000 6 17:45 1 00000 10
6:00 50000 5 18:00 50000 5
6:15 90000 9 18:15 90000 9
6:30 60000 6 18:30 50000 5
6:45 70000 7 18:45 60000 6
7:00 50000 5 19:00 1 00000 10
7:15 1 20000 12 19:15 1 00000 10
7:30 1 90100 20 19:30 50000 5
7:45 1 90000 19 19:45 50000 5
8:00 70000 7 20:00 50000 5
8:15 90000 9 20:15 20000 2
8:30 40100 5 20:30 50000 5
8:45 90000 9 20:45 30000 3
9:00 30000 3 21:00 50000 5
9:15 60000 6 21:15 20000 2
9:30 40000 4 21:30 90000 9
9:45 10000 1 21:45 50000 5
10:00 50000 5 22:00 10000 1
10:15 80000 8 22:15 30000 3
10:30 40000 4 22:30 50000 5
10:45 30000 3 22:45 60000 6
11:00 1
11000 12 23:00 30000 3
11:15 60000 6 23:15 00000 0
11:30 41000 5 23:30 40000 4
11:45 80000 8 23:45 20000 2
TOTAL 2 3 42200 2 3 8 TOTAL 3 0 63100 3 1 0
AM PEAK HOUR 7:15 AM AM PEAK HOUR 4:00 PM
AM PEAK VOLUME 58 AM PEAK VOLUME 50
CLASS 1 CARS TOTAL: AM+PM 5 4 0 5300 5 4 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.5% 0.9% 0.5% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 57 0 1 0 0 58
CLASS 4 4-AXLE TRUCKS 50 0 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 2 - Springbrook Park Apartments
784
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS76 Western Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 71000 8
0:15 30000 3 12:15 1 10000 11
0:30 10000 1 12:30 1 22100 15
0:45 30000 3 12:45 60000 6
1:00 00000 0 13:00 1 30000 13
1:15 10000 1 13:15 1 11000 12
1:30 00000 0 13:30 1 00000 10
1:45 10000 1 13:45 90000 9
2:00 10000 1 14:00 1 30000 13
2:15 00000 0 14:15 1 00000 10
2:30 00000 0 14:30 1 30000 13
2:45 40000 4 14:45 1 00000 10
3:00 00000 0 15:00 1 20000 12
3:15 10000 1 15:15 1 30000 13
3:30 00000 0 15:30 1 60000 16
3:45 00000 0 15:45 1 50000 15
4:00 00000 0 16:00 1 31000 14
4:15 00000 0 16:15 1 40000 14
4:30 20000 2 16:30 1 30000 13
4:45 10000 1 16:45 1 40000 14
5:00 10000 1 17:00 1 60000 16
5:15 50000 5 17:15 1 30000 13
5:30 40000 4 17:30 2 40000 24
5:45 20000 2 17:45 1 70000 17
6:00 50000 5 18:00 2 00000 20
6:15 50000 5 18:15 1 50000 15
6:30 20000 2 18:30 1 00000 10
6:45 10000 1 18:45 90000 9
7:00 20000 2 19:00 1 80000 18
7:15 20100 3 19:15 1 30000 13
7:30 70000 7 19:30 80000 8
7:45 1 50000 15 19:45 70000 7
8:00 90000 9 20:00 1
10000 11
8:15 60100 7 20:15 1 10000 11
8:30 1 00000 10 20:30 70000 7
8:45 80000 8 20:45 90000 9
9:00 1 00000 10 21:00 1 40000 14
9:15 70000 7 21:15 1 10000 11
9:30 31000 4 21:30 70000 7
9:45 30000 3 21:45 1 50000 15
10:00 1 01000 11 22:00 50000 5
10:15 30000 3 22:15 70000 7
10:30 80000 8 22:30 40000 4
10:45 70000 7 22:45 50000 5
11:00 30000 3 23:00 40000 4
11:15 70000 7 23:15 30000 3
11:30 21000 3 23:30 70000 7
11:45 70000 7 23:45 60000 6
TOTAL 1 7 43200 1 7 9 TOTAL 5 3 15100 5 3 7
AM PEAK HOUR 7:45 AM AM PEAK HOUR 5:30 PM
AM PEAK VOLUME 41 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 0 5 8300 7 1 6
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.5% 1.1% 0.4% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 40 0 1 0 0 41
CLASS 4 4-AXLE TRUCKS 70 0 0 0 0 70
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 2 - Springbrook Park Apartments
785
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS76 Western Dwy south of Orange.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 60100 7
0:15 10000 1 12:15 90000 9
0:30 00000 0 12:30 90000 9
0:45 10000 1 12:45 40000 4
1:00 00000 0 13:00 61000 7
1:15 00000 0 13:15 1 11000 12
1:30 10000 1 13:30 2 00000 20
1:45 00000 0 13:45 1 10000 11
2:00 10000 1 14:00 1 30000 13
2:15 10000 1 14:15 1 10000 11
2:30 00000 0 14:30 1 12000 13
2:45 00000 0 14:45 90000 9
3:00 00000 0 15:00 2 10000 21
3:15 10000 1 15:15 1 10000 11
3:30 60000 6 15:30 90000 9
3:45 90000 9 15:45 90000 9
4:00 40000 4 16:00 91000 10
4:15 80000 8 16:15 81000 9
4:30 50000 5 16:30 81000 9
4:45 60000 6 16:45 1
00000 10
5:00 50000 5 17:00 30000 3
5:15 60000 6 17:15 90000 9
5:30 60000 6 17:30 1 10000 11
5:45 60000 6 17:45 1 10000 11
6:00 70000 7 18:00 1 50000 15
6:15 53000 8 18:15 1 00000 10
6:30 1 30000 13 18:30 90000 9
6:45 20000 2 18:45 90000 9
7:00 73000 10 19:00 40000 4
7:15 1 73000 20 19:15 90000 9
7:30 1 80000 18 19:30 1 00000 10
7:45 2 40000 24 19:45 40000 4
8:00 1
60000 16 20:00 70000 7
8:15 1 20000 12 20:15 40000 4
8:30 1 70000 17 20:30 1 10000 11
8:45 1 40000 14 20:45 50000 5
9:00 80000 8 21:00 60000 6
9:15 90000 9 21:15 70000 7
9:30 1 01000 11 21:30 30000 3
9:45 11000 2 21:45 40000 4
10:00 1 30000 13 22:00 1 10000 11
10:15 1 22000 14 22:15 20000 2
10:30 90000 9 22:30 50000 5
10:45 60000 6 22:45 00000 0
11:00 1 10000 11 23:00 30000 3
11:15 30000 3 23:15 30000 3
11:30 50100 6 23:30 30000 3
11:45 81000 9 23:45 10000 1
TOTAL 314 14 1 0 0 329 TOTAL 3 8 47100 3 9 2
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:15 PM
AM PEAK VOLUME 78 AM PEAK VOLUME 56
CLASS 1 CARS TOTAL: AM+PM 698 21 2 0 0 721
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.8% 2.9% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 75 3 0 0 0 78
CLASS 4 4-AXLE TRUCKS 35 3 0 0 0 38
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 2 - Springbrook Park Apartments
786
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS77 Dwy east of Clark
AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 40000 4 12:00 1 30000 13
0:15 30000 3 12:15 30000 3
0:30 10000 1 12:30 80000 8
0:45 50000 5 12:45 1 10000 11
1:00 30000 3 13:00 80000 8
1:15 10000 1 13:15 1 20000 12
1:30 00000 0 13:30 1 20000 12
1:45 10000 1 13:45 60000 6
2:00 00000 0 14:00 1 20100 13
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 1 10000 11
2:45 10000 1 14:45 40000 4
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 1 10000 11
3:30 00000 0 15:30 1 10000 11
3:45 10000 1 15:45 1 00000 10
4:00 00000 0 16:00 50000 5
4:15 20000 2 16:15 1 60000 16
4:30 20000 2 16:30 1 00000 10
4:45 40000 4 16:45 1 30000 13
5:00 40000 4 17:00 1 40000 14
5:15 20000 2 17:15 1 60000 16
5:30 10000 1 17:30 1 00000 10
5:45 10000 1 17:45 1 20000 12
6:00 00000 0 18:00 80000 8
6:15 10000 1 18:15 1 00000 10
6:30 00000 0 18:30 1 60000 16
6:45 10000 1 18:45 90000 9
7:00 20000 2 19:00 80000 8
7:15 1 00000 10 19:15 1 70000 17
7:30 1 80000 18 19:30 1 30000 13
7:45 1 60000 16 19:45 40000 4
8:00 1
00000 10 20:00 1 60000 16
8:15 1 00000 10 20:15 50000 5
8:30 60000 6 20:30 1 30000 13
8:45 70000 7 20:45 1 10000 11
9:00 50000 5 21:00 90000 9
9:15 60000 6 21:15 1 10000 11
9:30 50000 5 21:30 50000 5
9:45 40000 4 21:45 80000 8
10:00 60000 6 22:00 80000 8
10:15 41000 5 22:15 20000 2
10:30 31000 4 22:30 10000 1
10:45 10000 1 22:45 60000 6
11:00 20000 2 23:00 40000 4
11:15 30000 3 23:15 20000 2
11:30 40000 4 23:30 00000 0
11:45 80000 8 23:45 40000 4
TOTAL 1 6 92000 1 7 1 TOTAL 4 3 80100 4 3 9
AM PEAK HOUR 7:30 AM AM PEAK HOUR 4:45 PM
AM PEAK VOLUME 54 AM PEAK VOLUME 53
CLASS 1 CARS TOTAL: AM+PM 6 0 7 2100 6 1 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.5% 0.3% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 54 0 0 0 0 54
CLASS 4 4-AXLE TRUCKS 53 0 0 0 0 53
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 3 - Vista Springs Apartments
787
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS77 Dwy east of Clark
AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 1 00000 10
0:15 20000 2 12:15 1 30000 13
0:30 10000 1 12:30 1 00000 10
0:45 20000 2 12:45 1 01000 11
1:00 10000 1 13:00 1 10000 11
1:15 10000 1 13:15 1 00000 10
1:30 30000 3 13:30 1 60100 17
1:45 00000 0 13:45 1 90000 19
2:00 00000 0 14:00 1 80000 18
2:15 00000 0 14:15 1 90000 19
2:30 10000 1 14:30 1 00000 10
2:45 00000 0 14:45 1 60000 16
3:00 10000 1 15:00 1 20000 12
3:15 30000 3 15:15 1 30000 13
3:30 60000 6 15:30 1 30000 13
3:45 10000 1 15:45 90000 9
4:00 50000 5 16:00 80000 8
4:15 1 10000 11 16:15 1 10000 11
4:30 40000 4 16:30 1 00000 10
4:45 20000 2 16:45 80000 8
5:00 50000 5 17:00 1 30000 13
5:15 80000 8 17:15 1 10000 11
5:30 40000 4 17:30 80000 8
5:45 40000 4 17:45 40000 4
6:00 1 00000 10 18:00 60000 6
6:15 80000 8 18:15 70000 7
6:30 1 40000 14 18:30 1 50000 15
6:45 80000 8 18:45 1 91000 20
7:00 2 30000 23 19:00 70000 7
7:15 2 60000 26 19:15 40000 4
7:30 2 70000 27 19:30 70000 7
7:45 3 10000 31 19:45 50000 5
8:00 3
10000 31 20:00 60000 6
8:15 2 10000 21 20:15 30000 3
8:30 1 50000 15 20:30 20000 2
8:45 1 20000 12 20:45 90000 9
9:00 90000 9 21:00 50000 5
9:15 1 10000 11 21:15 70000 7
9:30 80000 8 21:30 90000 9
9:45 1 20000 12 21:45 70000 7
10:00 1 31000 14 22:00 60000 6
10:15 41000 5 22:15 40000 4
10:30 80000 8 22:30 50000 5
10:45 61000 7 22:45 00000 0
11:00 80000 8 23:00 10000 1
11:15 61000 7 23:15 20000 2
11:30 90000 9 23:30 00000 0
11:45 1 20000 12 23:45 00000 0
TOTAL 3 9 84000 4 0 2 TOTAL 4 1 82100 4 2 1
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 115 AM PEAK VOLUME 73
CLASS 1 CARS TOTAL: AM+PM 8 1 6 6100 8 2 3
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 115 0 0 0 0 115
CLASS 4 4-AXLE TRUCKS 42 0 0 0 0 42
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 3 - Vista Springs Apartments
788
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS78 Dwy north of Box Springs AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 80000 8 12:00 90000 9
0:15 50000 5 12:15 1 50000 15
0:30 10000 1 12:30 1 71100 19
0:45 30000 3 12:45 1 21000 13
1:00 10000 1 13:00 1 40000 14
1:15 50000 5 13:15 1 60100 17
1:30 20000 2 13:30 91000 10
1:45 40000 4 13:45 80000 8
2:00 30000 3 14:00 2 00000 20
2:15 30000 3 14:15 2 20000 22
2:30 20000 2 14:30 2 00000 20
2:45 00000 0 14:45 1 10000 11
3:00 00000 0 15:00 1 50000 15
3:15 10000 1 15:15 2 90000 29
3:30 00000 0 15:30 2 70000 27
3:45 00000 0 15:45 1 30000 13
4:00 30000 3 16:00 1 90000 19
4:15 20000 2 16:15 2 10000 21
4:30 10000 1 16:30 2 60000 26
4:45 20000 2 16:45 1 30000 13
5:00 20000 2 17:00 2 30000 23
5:15 20000 2 17:15 2 10000 21
5:30 10000 1 17:30 1 30000 13
5:45 30000 3 17:45 1 70000 17
6:00 30000 3 18:00 1 90000 19
6:15 00000 0 18:15 2 00000 20
6:30 60000 6 18:30 1 60000 16
6:45 60000 6 18:45 1 31000 14
7:00 70000 7 19:00 2 30000 23
7:15 50000 5 19:15 1 60000 16
7:30 60000 6 19:30 1 90000 19
7:45 1 40000 14 19:45 3 40000 34
8:00 1 60000 16 20:00 1 50000 15
8:15 1 00000 10 20:15 2 00000 20
8:30 2 00000 20 20:30 1 70000 17
8:45 1 40000 14 20:45 2 10000 21
9:00 80000 8 21:00 1 60000 16
9:15 50000 5 21:15 1 30000 13
9:30 80000 8 21:30 70000 7
9:45 1 21000 13 21:45 70000 7
10:00 1 20000 12 22:00 1 10000 11
10:15 1 02000 12 22:15 30000 3
10:30 1 02000 12 22:30 1 20000 12
10:45 80000 8 22:45 50000 5
11:00 1 30000 13 23:00 70000 7
11:15 1 31000 14 23:15 60000 6
11:30 1 31000 14 23:30 80000 8
11:45 1 20000 12 23:45 1 00000 10
TOTAL 2 8 57000 2 9 2 TOTAL 7 4 84200 7 5 4
AM PEAK HOUR 8:00 AM AM PEAK HOUR 7:00 PM
AM PEAK VOLUME 60 AM PEAK VOLUME 92
CLASS 1 CARS TOTAL: AM+PM 1,033 11 2 0 0 1,046
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.1% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 60 0 0 0 0 60
CLASS 4 4-AXLE TRUCKS 83 0 0 0 0 83
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 3 - Vista Springs Apartments
789
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS78 Dwy north of Box Springs AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 70000 7 12:00 1 40000 14
0:15 80000 8 12:15 1 80000 18
0:30 10000 1 12:30 90000 9
0:45 00000 0 12:45 1 70000 17
1:00 00000 0 13:00 1 41000 15
1:15 20000 2 13:15 80000 8
1:30 40000 4 13:30 81100 10
1:45 00000 0 13:45 1 30000 13
2:00 60000 6 14:00 1 20000 12
2:15 10000 1 14:15 90000 9
2:30 10000 1 14:30 1 10100 12
2:45 20000 2 14:45 2 00000 20
3:00 00000 0 15:00 60000 6
3:15 10000 1 15:15 2 00000 20
3:30 10000 1 15:30 90000 9
3:45 00000 0 15:45 1
30000 13
4:00 40000 4 16:00 1 60000 16
4:15 1 10000 11 16:15 1 80000 18
4:30 1 40000 14 16:30 1 60000 16
4:45 30000 3 16:45 1 90000 19
5:00 40000 4 17:00 1 40000 14
5:15 50000 5 17:15 1 60000 16
5:30 50000 5 17:30 1 80000 18
5:45 1 40000 14 17:45 1 20000 12
6:00 80000 8 18:00 50000 5
6:15 1 10000 11 18:15 90000 9
6:30 1 10000 11 18:30 1 80000 18
6:45 90000 9 18:45 90000 9
7:00 2 90000 29 19:00 60000 6
7:15 1 70000 17 19:15 1 60000 16
7:30 1 20000 12 19:30 20000 2
7:45 3 00000 30 19:45 90000 9
8:00 1
60000 16 20:00 40000 4
8:15 90000 9 20:15 1 00000 10
8:30 1 10000 11 20:30 1 00000 10
8:45 1 50000 15 20:45 40000 4
9:00 70000 7 21:00 80000 8
9:15 1 10000 11 21:15 70000 7
9:30 1 20000 12 21:30 30000 3
9:45 1 40000 14 21:45 20000 2
10:00 1 70000 17 22:00 20000 2
10:15 90000 9 22:15 10000 1
10:30 1 42000 16 22:30 30000 3
10:45 81000 9 22:45 40000 4
11:00 70000 7 23:00 10000 1
11:15 80000 8 23:15 20000 2
11:30 90000 9 23:30 00000 0
11:45 1 01000 11 23:45 10000 1
TOTAL 3 9 84000 4 0 2 TOTAL 4 6 62200 4 7 0
AM PEAK HOUR 7:00 AM AM PEAK HOUR 4:00 PM
AM PEAK VOLUME 88 AM PEAK VOLUME 69
CLASS 1 CARS TOTAL: AM+PM 8 6 4 6200 8 7 2
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 88 0 0 0 0 88
CLASS 4 4-AXLE TRUCKS 69 0 0 0 0 69
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 3 - Vista Springs Apartments
790
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS73 Southern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 00000 0
0:30 00000 0 12:30 00000 0
0:45 00000 0 12:45 00000 0
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 00000 0 13:30 00000 0
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 00000 0
3:15 00000 0 15:15 00000 0
3:30 00000 0 15:30 00000 0
3:45 00000 0 15:45 00000 0
4:00 00000 0 16:00 00000 0
4:15 00000 0 16:15 00000 0
4:30 00000 0 16:30 00000 0
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 00000 0
5:45 00000 0 17:45 00000 0
6:00 00000 0 18:00 00000 0
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 00000 0
6:45 00000 0 18:45 00000 0
7:00 00000 0 19:00 00000 0
7:15 00000 0 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 00000 0
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 00000 0
8:30 00000 0 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 00000 0 21:15 00000 0
9:30 00000 0 21:30 00000 0
9:45 00000 0 21:45 00000 0
10:00 00000 0 22:00 00000 0
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 00000 0
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 00000 0 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 00000 0 23:45 00000 0
TOTAL 000000 TOTAL 000000
AM PEAK HOUR 11:45 AM AM PEAK HOUR 11:45 PM
AM PEAK VOLUME 0 AM PEAK VOLUME 0
CLASS 1 CARS TOTAL: AM+PM 000000
CLASS 2 2-AXLE TRUCKS % OF TOTAL #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! CLASS 3 3-AXLE TRUCKS 0 0 0 0 0 0
CLASS 4 4-AXLE TRUCKS 0 0 0 0 0 0
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 4 - Vesada Aparment Homes
791
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS73 Southern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 10000 1
0:15 00000 0 12:15 30000 3
0:30 10000 1 12:30 20000 2
0:45 10000 1 12:45 30000 3
1:00 00000 0 13:00 00000 0
1:15 10000 1 13:15 00000 0
1:30 00000 0 13:30 60000 6
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 20000 2
2:15 00000 0 14:15 50000 5
2:30 00000 0 14:30 41000 5
2:45 00000 0 14:45 10000 1
3:00 00000 0 15:00 20000 2
3:15 40000 4 15:15 10000 1
3:30 50000 5 15:30 10000 1
3:45 10000 1 15:45 00000 0
4:00 30000 3 16:00 10000 1
4:15 00000 0 16:15 50000 5
4:30 10000 1 16:30 10000 1
4:45 20000 2 16:45 00000 0
5:00 00000 0 17:00 10000 1
5:15 30000 3 17:15 20000 2
5:30 10000 1 17:30 00000 0
5:45 20000 2 17:45 20000 2
6:00 30000 3 18:00 10000 1
6:15 10000 1 18:15 10000 1
6:30 30000 3 18:30 10000 1
6:45 10000 1 18:45 10000 1
7:00 30000 3 19:00 30000 3
7:15 10000 1 19:15 00000 0
7:30 20000 2 19:30 30000 3
7:45 30000 3 19:45 10000 1
8:00 30000 3 20:00 10000 1
8:15 10000 1 20:15 00000 0
8:30 00000 0 20:30 20000 2
8:45 00000 0 20:45 20000 2
9:00 20000 2 21:00 20000 2
9:15 30000 3 21:15 30000 3
9:30 10000 1 21:30 40000 4
9:45 40000 4 21:45 00000 0
10:00 30000 3 22:00 30000 3
10:15 00000 0 22:15 20000 2
10:30 20000 2 22:30 20000 2
10:45 10000 1 22:45 10000 1
11:00 20000 2 23:00 10000 1
11:15 10000 1 23:15 10000 1
11:30 00000 0 23:30 00000 0
11:45 30000 3 23:45 00000 0
TOTAL 6 90000 6 9 TOTAL 7 81000 7 9
AM PEAK HOUR 3:15 AM AM PEAK HOUR 2:15 PM
AM PEAK VOLUME 13 AM PEAK VOLUME 13
CLASS 1 CARS TOTAL: AM+PM 1 4 7 1000 1 4 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.7% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 9 0 0 0 0 9
CLASS 4 4-AXLE TRUCKS 7 0 0 0 0 7
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 4 - Vesada Aparment Homes
792
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS74 Northern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 50000 5 12:00 3 30000 33
0:15 1 00000 10 12:15 3 31000 34
0:30 50000 5 12:30 3 61000 37
0:45 40000 4 12:45 3 70100 38
1:00 70000 7 13:00 3 40000 34
1:15 60000 6 13:15 3 60000 36
1:30 10000 1 13:30 3 20000 32
1:45 50000 5 13:45 3 42000 36
2:00 60000 6 14:00 3 30000 33
2:15 30000 3 14:15 2 62000 28
2:30 10000 1 14:30 3 40000 34
2:45 50000 5 14:45 3 90000 39
3:00 20000 2 15:00 4 90000 49
3:15 20000 2 15:15 3 90000 39
3:30 70000 7 15:30 2 60000 26
3:45 80000 8 15:45 6 50000 65
4:00 30000 3 16:00 4 90000 49
4:15 60000 6 16:15 5 91000 60
4:30 40000 4 16:30 7 40000 74
4:45 70000 7 16:45 5 20000 52
5:00 60000 6 17:00 4 70000 47
5:15 60000 6 17:15 5 10000 51
5:30 30000 3 17:30 5 00000 50
5:45 70000 7 17:45 5 50000 55
6:00 50000 5 18:00 6 00000 60
6:15 1 50000 15 18:15 5 20000 52
6:30 1 30000 13 18:30 4 40000 44
6:45 1 10000 11 18:45 5 12000 53
7:00 1 90000 19 19:00 4 20000 42
7:15 1 60000 16 19:15 2 60000 26
7:30 1 40000 14 19:30 4 60000 46
7:45 3 40000 34 19:45 4 20000 42
8:00 3 00000 30 20:00 4 40000 44
8:15 3 90000 39 20:15 3 50000 35
8:30 2 80000 28 20:30 2 90000 29
8:45 2 70000 27 20:45 3 30000 33
9:00 2 20000 22 21:00 3 10000 31
9:15 2 10000 21 21:15 2 70000 27
9:30 2 02000 22 21:30 2 70000 27
9:45 2 42000 26 21:45 2 70000 27
10:00 1 91000 20 22:00 2 20000 22
10:15 1 71000 18 22:15 2 40000 24
10:30 2 10000 21 22:30 2 10000 21
10:45 1 20000 12 22:45 2 20000 22
11:00 3 10100 32 23:00 1 20000 12
11:15 2 80000 28 23:15 1 10000 11
11:30 2 11000 22 23:30 90000 9
11:45 2 32000 25 23:45 70000 7
TOTAL 6 2 99100 6 3 9 TOTAL 1,767 9100 1,777
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:45 PM
AM PEAK VOLUME 131 AM PEAK VOLUME 248
CLASS 1 CARS TOTAL: AM+PM 2,396
18 2 0 0 2,416
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 131 0 0 0 0 131
CLASS 4 4-AXLE TRUCKS 234 1 0 0 0 235
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 4 - Vesada Aparment Homes
793
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS74 Northern Dwy east of Country Village.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 2 72000 29
0:15 40000 4 12:15 3 30000 33
0:30 20000 2 12:30 3 42000 36
0:45 30000 3 12:45 2 81000 29
1:00 20000 2 13:00 2 90100 30
1:15 30000 3 13:15 4 40000 44
1:30 50000 5 13:30 3 81000 39
1:45 30000 3 13:45 2 91000 30
2:00 20000 2 14:00 2 42000 26
2:15 50000 5 14:15 2 20000 22
2:30 10000 1 14:30 2 51000 26
2:45 20000 2 14:45 3 50000 35
3:00 50000 5 15:00 3 10000 31
3:15 40000 4 15:15 2 10000 21
3:30 1 60000 16 15:30 2 90000 29
3:45 60000 6 15:45 2 90000 29
4:00 1 70000 17 16:00 2 60000 26
4:15 60000 6 16:15 2 90000 29
4:30 1 70000 17 16:30 2 91000 30
4:45 2 02000 22 16:45 3 10000 31
5:00 1 91000 20 17:00 3 00000 30
5:15 1 40000 14 17:15 3 40000 34
5:30 1 40000 14 17:30 3 80000 38
5:45 1 70000 17 17:45 3 60000 36
6:00 1 80000 18 18:00 3 70000 37
6:15 3 80000 38 18:15 4 10000 41
6:30 3 40000 34 18:30 3 10000 31
6:45 4 60000 46 18:45 2 10000 21
7:00 4 60000 46 19:00 3 10000 31
7:15 8 20000 82 19:15 2 40000 24
7:30 5 60000 56 19:30 4 01000 41
7:45 5 20000 52 19:45 3 20000 32
8:00 4 80000 48 20:00 3 00000 30
8:15 5 91000 60 20:15 1 70000 17
8:30 2 60000 26 20:30 1 70000 17
8:45 3 21000 33 20:45 1 90000 19
9:00 2 70000 27 21:00 1 50000 15
9:15 2 60000 26 21:15 1 40000 14
9:30 3 11000 32 21:30 1 20000 12
9:45 3 60000 36 21:45 1 90000 19
10:00 2 80000 28 22:00 1 30000 13
10:15 3 21000 33 22:15 1 50000 15
10:30 3 20000 32 22:30 1 10000 11
10:45 2 30000 23 22:45 1 00000 10
11:00 2 90000 29 23:00 50000 5
11:15 2 50000 25 23:15 70000 7
11:30 3 20100 33 23:30 1 00000 10
11:45 3 32000 35 23:45 30000 3
TOTAL 1,080 9100 1,090 TOTAL 1,205 12 1 0 0 1,218
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:30 PM
AM PEAK VOLUME 238 AM PEAK VOLUME 152
CLASS 1 CARS TOTAL: AM+PM 2,285 21 2 0 0 2,308
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.0% 0.9% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 238 0 0 0 0 238
CLASS 4 4-AXLE TRUCKS 138 0 0 0 0 138
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 4 - Vesada Aparment Homes
794
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS84 Northern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 40000 4 12:00 90000 9
0:15 10000 1 12:15 30000 3
0:30 10000 1 12:30 40000 4
0:45 00000 0 12:45 90000 9
1:00 10000 1 13:00 40000 4
1:15 00000 0 13:15 51000 6
1:30 10000 1 13:30 90000 9
1:45 00000 0 13:45 80000 8
2:00 00000 0 14:00 80000 8
2:15 00000 0 14:15 71000 8
2:30 00000 0 14:30 1 20000 12
2:45 00000 0 14:45 1 30000 13
3:00 10000 1 15:00 70000 7
3:15 10000 1 15:15 70000 7
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 1
80000 18
4:00 10000 1 16:00 60000 6
4:15 10000 1 16:15 1 80000 18
4:30 00000 0 16:30 1 10000 11
4:45 00000 0 16:45 1 50000 15
5:00 00000 0 17:00 80000 8
5:15 20000 2 17:15 1 20000 12
5:30 00000 0 17:30 60000 6
5:45 10000 1 17:45 1 50000 15
6:00 00000 0 18:00 60000 6
6:15 10000 1 18:15 80000 8
6:30 20000 2 18:30 60000 6
6:45 20000 2 18:45 80000 8
7:00 10000 1 19:00 60000 6
7:15 30000 3 19:15 1 00000 10
7:30 50000 5 19:30 80000 8
7:45 50010 6 19:45 60000 6
8:00 80000 8 20:00 90000 9
8:15 41000 5 20:15 1
20000 12
8:30 40000 4 20:30 1 00000 10
8:45 70000 7 20:45 80000 8
9:00 30000 3 21:00 80000 8
9:15 10000 1 21:15 80000 8
9:30 30000 3 21:30 20000 2
9:45 40000 4 21:45 70000 7
10:00 20000 2 22:00 40000 4
10:15 40000 4 22:15 20000 2
10:30 30000 3 22:30 40000 4
10:45 40000 4 22:45 40000 4
11:00 20000 2 23:00 40000 4
11:15 80000 8 23:15 10000 1
11:30 50000 5 23:30 20000 2
11:45 50000 5 23:45 10000 1
TOTAL 1 0 11010 1 0 3 TOTAL 3 6 72000 3 6 9
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:45 PM
AM PEAK VOLUME 24 AM PEAK VOLUME 53
CLASS 1 CARS TOTAL: AM+PM 4 6 8 3010 4 7 2
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.2% 0.6% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 23 1 0 0 0 24
CLASS 4 4-AXLE TRUCKS 52 0 0 0 0 52
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
795
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS84 Northern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 60000 6
0:15 00000 0 12:15 1 11000 12
0:30 00000 0 12:30 30000 3
0:45 20000 2 12:45 1 01000 11
1:00 00000 0 13:00 70000 7
1:15 30000 3 13:15 90000 9
1:30 10000 1 13:30 42000 6
1:45 00000 0 13:45 1 10000 11
2:00 00000 0 14:00 70000 7
2:15 10000 1 14:15 80000 8
2:30 00000 0 14:30 1 30000 13
2:45 00000 0 14:45 81000 9
3:00 10000 1 15:00 70000 7
3:15 20000 2 15:15 60000 6
3:30 30000 3 15:30 1 20000 12
3:45 10000 1 15:45 50000 5
4:00 00000 0 16:00 1 90000 19
4:15 30000 3 16:15 60000 6
4:30 30000 3 16:30 40000 4
4:45 20000 2 16:45 90000 9
5:00 20000 2 17:00 40000 4
5:15 30000 3 17:15 51000 6
5:30 1 00000 10 17:30 1 10000 11
5:45 90000 9 17:45 1 50000 15
6:00 30000 3 18:00 1 00000 10
6:15 1 20000 12 18:15 50000 5
6:30 1 20000 12 18:30 1 00000 10
6:45 50000 5 18:45 70000 7
7:00 1 00000 10 19:00 30000 3
7:15 1 90000 19 19:15 20000 2
7:30 1 30000 13 19:30 50000 5
7:45 1 70000 17 19:45 30000 3
8:00 1
30000 13 20:00 70000 7
8:15 1 50000 15 20:15 40000 4
8:30 1 40000 14 20:30 40000 4
8:45 80000 8 20:45 20000 2
9:00 90000 9 21:00 50000 5
9:15 70000 7 21:15 30000 3
9:30 41000 5 21:30 20000 2
9:45 1 01000 11 21:45 40000 4
10:00 70000 7 22:00 00000 0
10:15 40000 4 22:15 20000 2
10:30 1 01000 11 22:30 00000 0
10:45 30000 3 22:45 10000 1
11:00 51000 6 23:00 10000 1
11:15 90000 9 23:15 10000 1
11:30 50000 5 23:30 10000 1
11:45 1 20000 12 23:45 00000 0
TOTAL 2 7 44000 2 7 8 TOTAL 2 8 26000 2 8 8
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:15 PM
AM PEAK VOLUME 62 AM PEAK VOLUME 42
CLASS 1 CARS TOTAL: AM+PM 556 10 0 0 0 566
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.2% 1.8% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 62 0 0 0 0 62
CLASS 4 4-AXLE TRUCKS 38 0 0 0 0 38
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
796
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS85 Middle Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 1 00000 10
0:15 30000 3 12:15 1 00000 10
0:30 00000 0 12:30 1 40000 14
0:45 00000 0 12:45 1 20000 12
1:00 00000 0 13:00 1 21000 13
1:15 20000 2 13:15 1 21000 13
1:30 60000 6 13:30 1 10000 11
1:45 00000 0 13:45 80000 8
2:00 20000 2 14:00 1 11000 12
2:15 10000 1 14:15 60000 6
2:30 00000 0 14:30 1 00000 10
2:45 10000 1 14:45 1 30000 13
3:00 00000 0 15:00 1 50000 15
3:15 00000 0 15:15 1 00000 10
3:30 00000 0 15:30 1 00000 10
3:45 00000 0 15:45 1 80000 18
4:00 00000 0 16:00 1 80000 18
4:15 10000 1 16:15 1 90000 19
4:30 00000 0 16:30 2 00000 20
4:45 10000 1 16:45 1 81000 19
5:00 10000 1 17:00 2 00000 20
5:15 00000 0 17:15 1 90000 19
5:30 10000 1 17:30 1 90000 19
5:45 00000 0 17:45 1 70000 17
6:00 20000 2 18:00 1 10000 11
6:15 20000 2 18:15 3 00000 30
6:30 40000 4 18:30 1 50000 15
6:45 20000 2 18:45 1 80000 18
7:00 30000 3 19:00 2 33000 26
7:15 30000 3 19:15 1 00000 10
7:30 90000 9 19:30 1 90000 19
7:45 90000 9 19:45 1 00000 10
8:00 50000 5 20:00 1 10000 11
8:15 1 30000 13 20:15 60000 6
8:30 40000 4 20:30 90000 9
8:45 90000 9 20:45 60000 6
9:00 20000 2 21:00 70000 7
9:15 30000 3 21:15 40000 4
9:30 90000 9 21:30 80000 8
9:45 70000 7 21:45 20000 2
10:00 50000 5 22:00 40000 4
10:15 30000 3 22:15 10000 1
10:30 60000 6 22:30 10000 1
10:45 80000 8 22:45 60000 6
11:00 60000 6 23:00 70000 7
11:15 1 30000 13 23:15 10000 1
11:30 1 11000 12 23:30 40000 4
11:45 70000 7 23:45 00000 0
TOTAL 1 6 71000 1 6 8 TOTAL 5 4 57000 5 5 2
AM PEAK HOUR 10:45 AM AM PEAK HOUR 6:15 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 89
CLASS 1 CARS TOTAL: AM+PM 7 1 2 8000 7 2 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.9% 1.1% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 31 0 0 0 0 31
CLASS 4 4-AXLE TRUCKS 75 1 0 0 0 76
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
797
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS85 Middle Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 70000 7
0:15 30000 3 12:15 50000 5
0:30 00000 0 12:30 1 50000 15
0:45 10000 1 12:45 1 40000 14
1:00 00000 0 13:00 61000 7
1:15 10000 1 13:15 92000 11
1:30 10000 1 13:30 80000 8
1:45 00000 0 13:45 61000 7
2:00 00000 0 14:00 90000 9
2:15 00000 0 14:15 1 01000 11
2:30 30000 3 14:30 80000 8
2:45 10000 1 14:45 1 22000 14
3:00 00000 0 15:00 80000 8
3:15 00000 0 15:15 50000 5
3:30 50000 5 15:30 80000 8
3:45 00000 0 15:45 1
10000 11
4:00 00000 0 16:00 1 61000 17
4:15 00000 0 16:15 1 10000 11
4:30 52000 7 16:30 70000 7
4:45 30000 3 16:45 90000 9
5:00 10000 1 17:00 1 10000 11
5:15 90000 9 17:15 1 20000 12
5:30 82000 10 17:30 1 20000 12
5:45 72000 9 17:45 1 20000 12
6:00 60000 6 18:00 90000 9
6:15 1 20000 12 18:15 50000 5
6:30 70000 7 18:30 1 10000 11
6:45 80000 8 18:45 80000 8
7:00 60000 6 19:00 50000 5
7:15 80000 8 19:15 80000 8
7:30 2 73000 30 19:30 80000 8
7:45 1 70000 17 19:45 70000 7
8:00 2
50000 25 20:00 50000 5
8:15 1 30000 13 20:15 60000 6
8:30 1 90000 19 20:30 40000 4
8:45 1 20000 12 20:45 30000 3
9:00 30000 3 21:00 60000 6
9:15 60000 6 21:15 20000 2
9:30 90000 9 21:30 30000 3
9:45 1 10000 11 21:45 30000 3
10:00 50000 5 22:00 20000 2
10:15 80000 8 22:15 10000 1
10:30 70000 7 22:30 50000 5
10:45 80000 8 22:45 20000 2
11:00 80000 8 23:00 40000 4
11:15 80000 8 23:15 30000 3
11:30 50000 5 23:30 00000 0
11:45 90000 9 23:45 10000 1
TOTAL 2 9 59000 3 0 4 TOTAL 3 4 28000 3 5 0
AM PEAK HOUR 7:30 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 85 AM PEAK VOLUME 47
CLASS 1 CARS TOTAL: AM+PM 637 17 0 0 0 654
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.4% 2.6% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 82 3 0 0 0 85
CLASS 4 4-AXLE TRUCKS 47 0 0 0 0 47
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
798
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS86 Southern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 00000 0 12:15 50000 5
0:30 20000 2 12:30 71000 8
0:45 00000 0 12:45 71000 8
1:00 10000 1 13:00 40000 4
1:15 20000 2 13:15 40000 4
1:30 10000 1 13:30 92000 11
1:45 10000 1 13:45 1 31000 14
2:00 00000 0 14:00 1 10000 11
2:15 00000 0 14:15 71000 8
2:30 00000 0 14:30 1 10000 11
2:45 00000 0 14:45 1 12000 13
3:00 10000 1 15:00 70000 7
3:15 10000 1 15:15 1 21000 13
3:30 00000 0 15:30 80000 8
3:45 00000 0 15:45 90000 9
4:00 10000 1 16:00 50000 5
4:15 00000 0 16:15 70000 7
4:30 00000 0 16:30 1
60000 16
4:45 00000 0 16:45 1 40000 14
5:00 20000 2 17:00 1 00000 10
5:15 00000 0 17:15 91000 10
5:30 20000 2 17:30 1 01000 11
5:45 00000 0 17:45 90000 9
6:00 20000 2 18:00 1 10000 11
6:15 20000 2 18:15 1 60000 16
6:30 20000 2 18:30 1 10000 11
6:45 10000 1 18:45 1 00000 10
7:00 50000 5 19:00 90000 9
7:15 40000 4 19:15 1 60000 16
7:30 13000 4 19:30 1 10000 11
7:45 50000 5 19:45 80000 8
8:00 70000 7 20:00 1
20000 12
8:15 20000 2 20:15 1 60000 16
8:30 90000 9 20:30 40000 4
8:45 50000 5 20:45 40000 4
9:00 50000 5 21:00 90000 9
9:15 40000 4 21:15 80000 8
9:30 60000 6 21:30 70000 7
9:45 31000 4 21:45 40000 4
10:00 30000 3 22:00 50000 5
10:15 40000 4 22:15 60000 6
10:30 40000 4 22:30 70000 7
10:45 21000 3 22:45 40000 4
11:00 50000 5 23:00 10000 1
11:15 20000 2 23:15 30000 3
11:30 90000 9 23:30 40000 4
11:45 20000 2 23:45 30000 3
TOTAL 1 0 95000 1 1 4 TOTAL 398 11 0 0 0 409
AM PEAK HOUR 8:30 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 23 AM PEAK VOLUME 50
CLASS 1 CARS TOTAL: AM+PM 507 16 0 0 0 523
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.9% 3.1% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 23 0 0 0 0 23
CLASS 4 4-AXLE TRUCKS 49 1 0 0 0 50
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 5 - Morning Ridge Apartments
799
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS86 Southern Dwy east of Milky Way.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 00000 0 12:15 60000 6
0:30 10000 1 12:30 70000 7
0:45 00000 0 12:45 40000 4
1:00 20000 2 13:00 40000 4
1:15 00000 0 13:15 50000 5
1:30 30000 3 13:30 1 10000 11
1:45 00000 0 13:45 41000 5
2:00 00000 0 14:00 1 40000 14
2:15 00000 0 14:15 51000 6
2:30 00000 0 14:30 1 50000 15
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 50000 5
3:15 00000 0 15:15 60000 6
3:30 10000 1 15:30 10000 1
3:45 00000 0 15:45 50000 5
4:00 20000 2 16:00 60000 6
4:15 20000 2 16:15 60000 6
4:30 90000 9 16:30 90000 9
4:45 30000 3 16:45 1
30000 13
5:00 60000 6 17:00 1 00000 10
5:15 90000 9 17:15 90000 9
5:30 80000 8 17:30 40000 4
5:45 50000 5 17:45 70000 7
6:00 80000 8 18:00 80000 8
6:15 70000 7 18:15 40000 4
6:30 80000 8 18:30 40000 4
6:45 30000 3 18:45 50000 5
7:00 40000 4 19:00 50000 5
7:15 50000 5 19:15 70000 7
7:30 1 20000 12 19:30 40000 4
7:45 90000 9 19:45 30000 3
8:00 70000 7 20:00 40000 4
8:15 70010 8 20:15 30000 3
8:30 1
50000 15 20:30 40000 4
8:45 40000 4 20:45 40000 4
9:00 30000 3 21:00 20000 2
9:15 60000 6 21:15 70000 7
9:30 80000 8 21:30 20000 2
9:45 60000 6 21:45 40000 4
10:00 70000 7 22:00 00000 0
10:15 40000 4 22:15 40000 4
10:30 50000 5 22:30 10000 1
10:45 20000 2 22:45 10000 1
11:00 1 00000 10 23:00 10000 1
11:15 40000 4 23:15 20000 2
11:30 50000 5 23:30 00000 0
11:45 70000 7 23:45 20000 2
TOTAL 2 0 80010 2 0 9 TOTAL 2 4 72000 2 4 9
AM PEAK HOUR 7:45 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 41
CLASS 1 CARS TOTAL: AM+PM 4 5 5 2010 4 5 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.4% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 0 1 0 39
CLASS 4 4-AXLE TRUCKS 41 0 0 0 0 41
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 5 - Morning Ridge Apartments
800
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS71 Northern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 20000 12
0:15 20000 2 12:15 90000 9
0:30 20000 2 12:30 1 10000 11
0:45 30000 3 12:45 1 20000 12
1:00 10000 1 13:00 50000 5
1:15 50000 5 13:15 70000 7
1:30 20000 2 13:30 1 10000 11
1:45 30000 3 13:45 1 00000 10
2:00 10000 1 14:00 1 60000 16
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 2 30000 23
2:45 00000 0 14:45 1 00000 10
3:00 30000 3 15:00 1 70000 17
3:15 30000 3 15:15 1 80000 18
3:30 10000 1 15:30 1 40000 14
3:45 11000 2 15:45 1 60000 16
4:00 10000 1 16:00 1 70000 17
4:15 00000 0 16:15 1 60000 16
4:30 10000 1 16:30 1 70000 17
4:45 60000 6 16:45 1 20000 12
5:00 30000 3 17:00 1 60000 16
5:15 60000 6 17:15 2 20000 22
5:30 00000 0 17:30 1 70000 17
5:45 10000 1 17:45 1 70000 17
6:00 20000 2 18:00 2 00000 20
6:15 10000 1 18:15 1 00000 10
6:30 20000 2 18:30 1 50000 15
6:45 30000 3 18:45 1 50000 15
7:00 30000 3 19:00 60000 6
7:15 40000 4 19:15 61000 7
7:30 40000 4 19:30 1 60000 16
7:45 90000 9 19:45 1 00000 10
8:00 1 30000 13 20:00 80000 8
8:15 70000 7 20:15 1 30000 13
8:30 1 21000 13 20:30 1 50000 15
8:45 1 30000 13 20:45 1 10000 11
9:00 50000 5 21:00 1 40000 14
9:15 30000 3 21:15 90000 9
9:30 40000 4 21:30 1 20000 12
9:45 71000 8 21:45 1 20000 12
10:00 20000 2 22:00 80000 8
10:15 50000 5 22:15 40000 4
10:30 60000 6 22:30 50000 5
10:45 70000 7 22:45 30000 3
11:00 81000 9 23:00 70000 7
11:15 10000 1 23:15 50000 5
11:30 50000 5 23:30 50000 5
11:45 1 10000 11 23:45 20000 2
TOTAL 1 8 34000 1 8 7 TOTAL 5 7 01000 5 7 1
AM PEAK HOUR 8:00 AM AM PEAK HOUR 5:15 PM
AM PEAK VOLUME 46 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 5 3 5000 7 5 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.7% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 45 1 0 0 0 46
CLASS 4 4-AXLE TRUCKS 72 0 0 0 0 72
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 6 - Stonegate Apartments
801
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS71 Northern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 90000 9
0:15 00000 0 12:15 1 30000 13
0:30 00000 0 12:30 1 31000 14
0:45 20000 2 12:45 1 70000 17
1:00 00000 0 13:00 60000 6
1:15 20000 2 13:15 1 20000 12
1:30 10000 1 13:30 1 41000 15
1:45 10000 1 13:45 2 00000 20
2:00 00000 0 14:00 1 20000 12
2:15 30000 3 14:15 80000 8
2:30 10000 1 14:30 1 30000 13
2:45 00000 0 14:45 61000 7
3:00 00000 0 15:00 1 30000 13
3:15 60000 6 15:15 1 20000 12
3:30 50000 5 15:30 1 30000 13
3:45 60000 6 15:45 1 10000 11
4:00 50000 5 16:00 1 20000 12
4:15 40000 4 16:15 90000 9
4:30 60000 6 16:30 60000 6
4:45 40000 4 16:45 1 20000 12
5:00 60000 6 17:00 80000 8
5:15 70000 7 17:15 1 30000 13
5:30 1 10000 11 17:30 1 40000 14
5:45 1 20000 12 17:45 80000 8
6:00 10000 1 18:00 1 10000 11
6:15 70000 7 18:15 90000 9
6:30 1 20000 12 18:30 50000 5
6:45 1 70000 17 18:45 70000 7
7:00 80000 8 19:00 80000 8
7:15 1 60000 16 19:15 90000 9
7:30 2 10000 21 19:30 60000 6
7:45 1 80000 18 19:45 80000 8
8:00 1
30000 13 20:00 60000 6
8:15 50000 5 20:15 1 10000 11
8:30 70000 7 20:30 70000 7
8:45 80000 8 20:45 60000 6
9:00 1 00100 11 21:00 40000 4
9:15 1 40000 14 21:15 40000 4
9:30 71000 8 21:30 31000 4
9:45 70000 7 21:45 51000 6
10:00 71000 8 22:00 40000 4
10:15 51000 6 22:15 20000 2
10:30 51000 6 22:30 30000 3
10:45 1 02000 12 22:45 00000 0
11:00 51000 6 23:00 60000 6
11:15 40000 4 23:15 00000 0
11:30 71000 8 23:30 20000 2
11:45 1 30000 13 23:45 10000 1
TOTAL 3 0 98100 3 1 8 TOTAL 4 0 15000 4 0 6
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:15 PM
AM PEAK VOLUME 68 AM PEAK VOLUME 59
CLASS 1 CARS TOTAL: AM+PM 710 13 1 0 0 724
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.1% 1.8% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 68 0 0 0 0 68
CLASS 4 4-AXLE TRUCKS 47 0 0 0 0 47
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 6 - Stonegate Apartments
802
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS72 Southern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 1 91000 20
0:15 10000 1 12:15 1 61000 17
0:30 20000 2 12:30 1 60000 16
0:45 20000 2 12:45 1 10000 11
1:00 20000 2 13:00 1 20000 12
1:15 10000 1 13:15 1 80000 18
1:30 00000 0 13:30 1 31000 14
1:45 00000 0 13:45 50000 5
2:00 20000 2 14:00 1 80000 18
2:15 10000 1 14:15 1 30000 13
2:30 00000 0 14:30 1 50000 15
2:45 00000 0 14:45 1 71000 18
3:00 00000 0 15:00 2 10000 21
3:15 20000 2 15:15 1 92000 21
3:30 00000 0 15:30 1 10000 11
3:45 10000 1 15:45 1 91000 20
4:00 10000 1 16:00 2 40000 24
4:15 00000 0 16:15 1 30000 13
4:30 00000 0 16:30 90000 9
4:45 00000 0 16:45 1 80000 18
5:00 10000 1 17:00 2 40000 24
5:15 10000 1 17:15 1 50000 15
5:30 20000 2 17:30 2 10000 21
5:45 10000 1 17:45 2 30000 23
6:00 00000 0 18:00 1 20000 12
6:15 40000 4 18:15 1 30000 13
6:30 30000 3 18:30 1 20000 12
6:45 30000 3 18:45 1 10000 11
7:00 40000 4 19:00 1 30000 13
7:15 42000 6 19:15 2 10000 21
7:30 61000 7 19:30 50000 5
7:45 40000 4 19:45 1 00000 10
8:00 1 30000 13 20:00 1 31000 14
8:15 1 10000 11 20:15 1 20000 12
8:30 1 00100 11 20:30 1 70000 17
8:45 60000 6 20:45 1 00000 10
9:00 1 00000 10 21:00 1 10000 11
9:15 1 30000 13 21:15 81000 9
9:30 1 01000 11 21:30 10000 1
9:45 70000 7 21:45 90000 9
10:00 50100 6 22:00 40000 4
10:15 1 02000 12 22:15 20000 2
10:30 2 11000 22 22:30 50000 5
10:45 71000 8 22:45 50000 5
11:00 1 40000 14 23:00 30000 3
11:15 1 02000 12 23:15 20000 2
11:30 1 81000 19 23:30 40000 4
11:45 1 00000 10 23:45 10000 1
TOTAL 225 11 2 0 0 238 TOTAL 5 9 49000 6 0 3
AM PEAK HOUR 10:30 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 56 AM PEAK VOLUME 83
CLASS 1 CARS TOTAL: AM+PM 819 20 2 0 0 841
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.4% 2.4% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 1 0 0 39
CLASS 4 4-AXLE TRUCKS 83 0 0 0 0 83
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 6 - Stonegate Apartments
803
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS72 Southern dwy west of Doolittle AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 40000 14
0:15 10000 1 12:15 30000 3
0:30 20000 2 12:30 50000 5
0:45 20000 2 12:45 1 60000 16
1:00 00000 0 13:00 40000 4
1:15 20000 2 13:15 80000 8
1:30 00000 0 13:30 60000 6
1:45 10000 1 13:45 1 11000 12
2:00 20000 2 14:00 50000 5
2:15 10000 1 14:15 60000 6
2:30 00000 0 14:30 1 00000 10
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 30000 3
3:30 30000 3 15:30 1 00000 10
3:45 30000 3 15:45 1 20000 12
4:00 61000 7 16:00 1 20000 12
4:15 20000 2 16:15 80000 8
4:30 20000 2 16:30 80000 8
4:45 20000 2 16:45 1 20000 12
5:00 00000 0 17:00 70000 7
5:15 50000 5 17:15 80000 8
5:30 70000 7 17:30 80000 8
5:45 50000 5 17:45 60000 6
6:00 50000 5 18:00 80000 8
6:15 40000 4 18:15 90000 9
6:30 1 20000 12 18:30 60000 6
6:45 40000 4 18:45 60000 6
7:00 50000 5 19:00 40000 4
7:15 60000 6 19:15 90000 9
7:30 1 10000 11 19:30 80000 8
7:45 1 80000 18 19:45 40000 4
8:00 80000 8 20:00 30000 3
8:15 1
10000 11 20:15 50000 5
8:30 1 10000 11 20:30 50000 5
8:45 10000 1 20:45 20000 2
9:00 40000 4 21:00 30000 3
9:15 90000 9 21:15 20000 2
9:30 80000 8 21:30 50000 5
9:45 80000 8 21:45 40000 4
10:00 30000 3 22:00 30000 3
10:15 1 00000 10 22:15 30000 3
10:30 90000 9 22:30 20000 2
10:45 90000 9 22:45 40000 4
11:00 70000 7 23:00 20000 2
11:15 1 00000 10 23:15 20000 2
11:30 80000 8 23:30 30000 3
11:45 80000 8 23:45 00000 0
TOTAL 2 3 51000 2 3 6 TOTAL 2 9 61000 2 9 7
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 48 AM PEAK VOLUME 42
CLASS 1 CARS TOTAL: AM+PM 5 3 1 2000 5 3 3
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.6% 0.4% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 48 0 0 0 0 48
CLASS 4 4-AXLE TRUCKS 40 0 0 0 0 40
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 6 - Stonegate Apartments
804
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS82 Dwy east of Elm.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 00000 0
0:30 00000 0 12:30 00000 0
0:45 00000 0 12:45 00000 0
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 00000 0
1:30 00000 0 13:30 00000 0
1:45 00000 0 13:45 00000 0
2:00 00000 0 14:00 00000 0
2:15 00000 0 14:15 00000 0
2:30 00000 0 14:30 00000 0
2:45 00000 0 14:45 00000 0
3:00 00000 0 15:00 00000 0
3:15 00000 0 15:15 00000 0
3:30 00000 0 15:30 00000 0
3:45 00000 0 15:45 00000 0
4:00 00000 0 16:00 00000 0
4:15 00000 0 16:15 00000 0
4:30 00000 0 16:30 00000 0
4:45 00000 0 16:45 00000 0
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 00000 0
5:45 00000 0 17:45 00000 0
6:00 00000 0 18:00 00000 0
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 00000 0
6:45 00000 0 18:45 00000 0
7:00 00000 0 19:00 00000 0
7:15 00000 0 19:15 00000 0
7:30 00000 0 19:30 00000 0
7:45 00000 0 19:45 00000 0
8:00 00000 0 20:00 00000 0
8:15 00000 0 20:15 00000 0
8:30 10000 1 20:30 00000 0
8:45 00000 0 20:45 00000 0
9:00 00000 0 21:00 00000 0
9:15 00000 0 21:15 00000 0
9:30 00000 0 21:30 00000 0
9:45 00000 0 21:45 00000 0
10:00 00000 0 22:00 00000 0
10:15 00000 0 22:15 00000 0
10:30 00000 0 22:30 00000 0
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 10000 1 23:15 00000 0
11:30 00000 0 23:30 00000 0
11:45 00000 0 23:45 00000 0
TOTAL 200002 TOTAL 000000
AM PEAK HOUR 11:15 AM AM PEAK HOUR 11:45 PM
AM PEAK VOLUME 1 AM PEAK VOLUME 0
CLASS 1 CARS TOTAL: AM+PM 200002
CLASS 2 2-AXLE TRUCKS % OF TOTAL 100.0% 0.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 1 0 0 0 0 1
CLASS 4 4-AXLE TRUCKS 0 0 0 0 0 0
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 7 - River's Edge Apartment Homes
805
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS82 Dwy east of Elm.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 00000 0
0:15 00000 0 12:15 21000 3
0:30 00000 0 12:30 20000 2
0:45 00000 0 12:45 10000 1
1:00 00000 0 13:00 00000 0
1:15 00000 0 13:15 10000 1
1:30 00000 0 13:30 10000 1
1:45 00000 0 13:45 40000 4
2:00 00000 0 14:00 10000 1
2:15 10000 1 14:15 40000 4
2:30 00000 0 14:30 00000 0
2:45 10000 1 14:45 11000 2
3:00 00000 0 15:00 30000 3
3:15 00000 0 15:15 30010 4
3:30 00000 0 15:30 20000 2
3:45 00000 0 15:45 20000 2
4:00 00000 0 16:00 30000 3
4:15 00000 0 16:15 30000 3
4:30 00000 0 16:30 11000 2
4:45 00000 0 16:45 20000 2
5:00 00000 0 17:00 00000 0
5:15 00000 0 17:15 00000 0
5:30 00000 0 17:30 20000 2
5:45 20000 2 17:45 00000 0
6:00 10000 1 18:00 30000 3
6:15 00000 0 18:15 00000 0
6:30 00000 0 18:30 10000 1
6:45 00000 0 18:45 20000 2
7:00 00000 0 19:00 30000 3
7:15 10000 1 19:15 10000 1
7:30 20000 2 19:30 10000 1
7:45 70000 7 19:45 10000 1
8:00 50000 5 20:00 00000 0
8:15 10000 1 20:15 10000 1
8:30 40000 4 20:30 20000 2
8:45 10000 1 20:45 20000 2
9:00 40000 4 21:00 10000 1
9:15 10000 1 21:15 10000 1
9:30 20000 2 21:30 00000 0
9:45 00000 0 21:45 40000 4
10:00 00000 0 22:00 10000 1
10:15 10000 1 22:15 00000 0
10:30 10000 1 22:30 10000 1
10:45 00000 0 22:45 00000 0
11:00 00000 0 23:00 00000 0
11:15 11000 2 23:15 00000 0
11:30 20000 2 23:30 20000 2
11:45 01000 1 23:45 00000 0
TOTAL 3 82000 4 0 TOTAL 6 53010 6 9
AM PEAK HOUR 7:45 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 17 AM PEAK VOLUME 11
CLASS 1 CARS TOTAL: AM+PM 1 0 3 5010 1 0 9
CLASS 2 2-AXLE TRUCKS % OF TOTAL 94.5% 4.6% 0.0% 0.9% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 17 0 0 0 0 17
CLASS 4 4-AXLE TRUCKS 9 1 0 0 0 10
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 7 - River's Edge Apartment Homes
806
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS83 Dwy south of Lakeshore.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 2 33000 26
0:15 20000 2 12:15 1 72000 19
0:30 40000 4 12:30 2 20000 22
0:45 30000 3 12:45 1 50000 15
1:00 20000 2 13:00 1 70000 17
1:15 20000 2 13:15 1 72000 19
1:30 00000 0 13:30 1 50000 15
1:45 30000 3 13:45 3 60000 36
2:00 20000 2 14:00 2 90000 29
2:15 20000 2 14:15 2 52000 27
2:30 30000 3 14:30 1 32000 15
2:45 50000 5 14:45 3 21010 34
3:00 20000 2 15:00 2 70000 27
3:15 00000 0 15:15 1 90000 19
3:30 10000 1 15:30 2 51000 26
3:45 10000 1 15:45 4 30000 43
4:00 20000 2 16:00 3 60000 36
4:15 10000 1 16:15 2 31000 24
4:30 20000 2 16:30 4 10000 41
4:45 21000 3 16:45 3 50000 35
5:00 30000 3 17:00 4 22000 44
5:15 30000 3 17:15 3 50000 35
5:30 20000 2 17:30 3 20000 32
5:45 70000 7 17:45 2 70000 27
6:00 60000 6 18:00 4 50000 45
6:15 60000 6 18:15 4 00000 40
6:30 30000 3 18:30 3 51000 36
6:45 10000 1 18:45 3 00000 30
7:00 81000 9 19:00 3 20000 32
7:15 41000 5 19:15 2 90000 29
7:30 2 10000 21 19:30 2 30000 23
7:45 2 80000 28 19:45 2 70000 27
8:00 1 70000 17 20:00 3 71000 38
8:15 2 80000 28 20:15 1 80000 18
8:30 1 10000 11 20:30 2 00000 20
8:45 1 41000 15 20:45 2 00000 20
9:00 1 30000 13 21:00 3 10000 31
9:15 1 51000 16 21:15 1 40000 14
9:30 1 22000 14 21:30 1 70000 17
9:45 1 41000 15 21:45 1 50000 15
10:00 1 53000 18 22:00 1 40000 14
10:15 1 51000 16 22:15 90000 9
10:30 1 02000 12 22:30 1 10000 11
10:45 1 01000 11 22:45 1 00000 10
11:00 1 22000 14 23:00 60000 6
11:15 1 20000 12 23:15 1 00000 10
11:30 2 20000 22 23:30 50000 5
11:45 2 60000 26 23:45 70000 7
TOTAL 380 17 0 0 0 397 TOTAL 1,151 18 0 1 0 1,170
AM PEAK HOUR 7:30 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 94 AM PEAK VOLUME 155
CLASS 1 CARS TOTAL: AM+PM 1,531 35 0 1 0 1,567
CLASS 2 2-AXLE TRUCKS % OF TOTAL 97.7% 2.2% 0.0% 0.1% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 94 0 0 0 0 94
CLASS 4 4-AXLE TRUCKS 153 2 0 0 0 155
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 7 - River's Edge Apartment Homes
807
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS83 Dwy south of Lakeshore.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 70000 7 12:00 2 10000 21
0:15 10000 1 12:15 1 50000 15
0:30 10000 1 12:30 2 01000 21
0:45 00000 0 12:45 1 41000 15
1:00 10000 1 13:00 1 50000 15
1:15 30000 3 13:15 1 60000 16
1:30 20000 2 13:30 2 21000 23
1:45 20000 2 13:45 2 41000 25
2:00 20000 2 14:00 2 30000 23
2:15 00000 0 14:15 1 50000 15
2:30 00000 0 14:30 2 51000 26
2:45 10000 1 14:45 2 61000 27
3:00 20000 2 15:00 1 81000 19
3:15 50000 5 15:15 3 10000 31
3:30 30000 3 15:30 2 30000 23
3:45 60000 6 15:45 3 11000 32
4:00 30000 3 16:00 1 50000 15
4:15 90000 9 16:15 2 30000 23
4:30 90000 9 16:30 2 50000 25
4:45 1 70000 17 16:45 2 70000 27
5:00 70000 7 17:00 3 20000 32
5:15 1 30000 13 17:15 2 50000 25
5:30 1 51000 16 17:30 1 80000 18
5:45 1 30000 13 17:45 2 00000 20
6:00 1 21000 13 18:00 1 80000 18
6:15 1 90000 19 18:15 2 40000 24
6:30 2 30000 23 18:30 2 51000 26
6:45 1 61000 17 18:45 1 60000 16
7:00 1 32000 15 19:00 90000 9
7:15 3 50000 35 19:15 1 10000 11
7:30 5 50000 55 19:30 1 10000 11
7:45 4 00000 40 19:45 1 50000 15
8:00 3 50000 35 20:00 90000 9
8:15 2 00000 20 20:15 1 30000 13
8:30 1 70000 17 20:30 1 51000 16
8:45 1 80000 18 20:45 1 30000 13
9:00 2 10000 21 21:00 1 20000 12
9:15 2 80000 28 21:15 70000 7
9:30 2 41000 25 21:30 61000 7
9:45 1 30000 13 21:45 70000 7
10:00 2 12000 23 22:00 70000 7
10:15 2 63000 29 22:15 60000 6
10:30 1 62000 18 22:30 50000 5
10:45 1 63000 19 22:45 70000 7
11:00 1 50000 15 23:00 60000 6
11:15 1 41000 15 23:15 30000 3
11:30 2 10000 21 23:30 40000 4
11:45 1 61000 17 23:45 20000 2
TOTAL 656 18 0 0 0 674 TOTAL 775 11 0 0 0 786
AM PEAK HOUR 7:15 AM AM PEAK HOUR 4:30 PM
AM PEAK VOLUME 165 AM PEAK VOLUME 109
CLASS 1 CARS TOTAL: AM+PM 1,431 29 0 0 0 1,460
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.0% 2.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 165 0 0 0 0 165
CLASS 4 4-AXLE TRUCKS 109 0 0 0 0 109
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 7 - River's Edge Apartment Homes
808
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS90 Western Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 30000 3
0:15 10000 1 12:15 1 20000 12
0:30 20000 2 12:30 60000 6
0:45 00000 0 12:45 30000 3
1:00 10000 1 13:00 10000 1
1:15 30000 3 13:15 1 00010 11
1:30 00000 0 13:30 90000 9
1:45 10000 1 13:45 60000 6
2:00 00000 0 14:00 1 00000 10
2:15 30000 3 14:15 80000 8
2:30 20000 2 14:30 1 20000 12
2:45 00000 0 14:45 1 80000 18
3:00 40000 4 15:00 1 30000 13
3:15 10000 1 15:15 70000 7
3:30 30000 3 15:30 1 71000 18
3:45 10000 1 15:45 1 70000 17
4:00 00000 0 16:00 60000 6
4:15 00000 0 16:15 80000 8
4:30 00000 0 16:30 90000 9
4:45 20000 2 16:45 1 50000 15
5:00 00000 0 17:00 90000 9
5:15 20000 2 17:15 1 00000 10
5:30 00000 0 17:30 1 40000 14
5:45 00000 0 17:45 1 10000 11
6:00 30000 3 18:00 81000 9
6:15 50000 5 18:15 1 20000 12
6:30 60000 6 18:30 90000 9
6:45 00000 0 18:45 81000 9
7:00 20000 2 19:00 40000 4
7:15 50000 5 19:15 90000 9
7:30 1 20000 12 19:30 80000 8
7:45 30000 3 19:45 70000 7
8:00 40000 4 20:00 80000 8
8:15 70000 7 20:15 20000 2
8:30 1
10000 11 20:30 90000 9
8:45 10000 1 20:45 50000 5
9:00 50000 5 21:00 70000 7
9:15 30000 3 21:15 30000 3
9:30 20000 2 21:30 10000 1
9:45 40000 4 21:45 20000 2
10:00 50000 5 22:00 20000 2
10:15 22000 4 22:15 20000 2
10:30 50000 5 22:30 30000 3
10:45 30000 3 22:45 40000 4
11:00 50000 5 23:00 30000 3
11:15 60000 6 23:15 50000 5
11:30 60000 6 23:30 40000 4
11:45 30000 3 23:45 10000 1
TOTAL 1 3 52000 1 3 7 TOTAL 3 6 03010 3 6 4
AM PEAK HOUR 7:30 AM AM PEAK HOUR 2:45 PM
AM PEAK VOLUME 26 AM PEAK VOLUME 56
CLASS 1 CARS TOTAL: AM+PM 4 9 5 5010 5 0 1
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 26 0 0 0 0 26
CLASS 4 4-AXLE TRUCKS 44 0 0 0 0 44
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 8 - Mayberry Colony Apartments
809
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS90 Western Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 1 10000 11
0:15 10000 1 12:15 1 10000 11
0:30 00000 0 12:30 90000 9
0:45 10000 1 12:45 80000 8
1:00 00000 0 13:00 60000 6
1:15 10000 1 13:15 60000 6
1:30 00000 0 13:30 30000 3
1:45 20000 2 13:45 70000 7
2:00 00000 0 14:00 1 20000 12
2:15 00000 0 14:15 1 40000 14
2:30 00000 0 14:30 1 00000 10
2:45 30000 3 14:45 1 10000 11
3:00 20000 2 15:00 1 00000 10
3:15 50000 5 15:15 90000 9
3:30 50000 5 15:30 80000 8
3:45 40000 4 15:45 70000 7
4:00 00000 0 16:00 1
10000 11
4:15 50000 5 16:15 1 00000 10
4:30 70000 7 16:30 1 00000 10
4:45 30000 3 16:45 80000 8
5:00 80000 8 17:00 1 60000 16
5:15 00000 0 17:15 1 31000 14
5:30 20000 2 17:30 1 20000 12
5:45 60000 6 17:45 1 30000 13
6:00 40000 4 18:00 1 10000 11
6:15 30000 3 18:15 50000 5
6:30 90000 9 18:30 70000 7
6:45 80000 8 18:45 1 20000 12
7:00 70000 7 19:00 80000 8
7:15 2 10000 21 19:15 50000 5
7:30 40000 4 19:30 70000 7
7:45 70000 7 19:45 60000 6
8:00 2
10000 21 20:00 50000 5
8:15 1 00000 10 20:15 70000 7
8:30 80010 9 20:30 60000 6
8:45 70000 7 20:45 30000 3
9:00 90000 9 21:00 10000 1
9:15 50000 5 21:15 50000 5
9:30 30000 3 21:30 30000 3
9:45 20000 2 21:45 50000 5
10:00 91000 10 22:00 10000 1
10:15 43000 7 22:15 10000 1
10:30 21000 3 22:30 00000 0
10:45 90000 9 22:45 20000 2
11:00 1 10000 11 23:00 20000 2
11:15 20000 2 23:15 40000 4
11:30 50000 5 23:30 50000 5
11:45 80000 8 23:45 20000 2
TOTAL 2 3 35010 2 3 9 TOTAL 3 4 81000 3 4 9
AM PEAK HOUR 7:15 AM AM PEAK HOUR 5:00 PM
AM PEAK VOLUME 53 AM PEAK VOLUME 55
CLASS 1 CARS TOTAL: AM+PM 5 8 1 6010 5 8 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 53 0 0 0 0 53
CLASS 4 4-AXLE TRUCKS 54 1 0 0 0 55
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 8 - Mayberry Colony Apartments
810
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS91 Eastern Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 30000 3 12:00 80000 8
0:15 30000 3 12:15 80000 8
0:30 10000 1 12:30 30000 3
0:45 10000 1 12:45 50000 5
1:00 00000 0 13:00 70000 7
1:15 40000 4 13:15 40000 4
1:30 00000 0 13:30 70000 7
1:45 10000 1 13:45 20000 2
2:00 10000 1 14:00 90000 9
2:15 10000 1 14:15 1 40000 14
2:30 00000 0 14:30 1 40000 14
2:45 10000 1 14:45 80000 8
3:00 00000 0 15:00 20000 2
3:15 00000 0 15:15 10000 1
3:30 30000 3 15:30 30000 3
3:45 00000 0 15:45 30000 3
4:00 00000 0 16:00 90000 9
4:15 10000 1 16:15 90000 9
4:30 10000 1 16:30 70000 7
4:45 00000 0 16:45 1
30000 13
5:00 00000 0 17:00 81000 9
5:15 00000 0 17:15 1 20000 12
5:30 30000 3 17:30 70000 7
5:45 30000 3 17:45 1 10000 11
6:00 00000 0 18:00 1 40000 14
6:15 00000 0 18:15 60000 6
6:30 20000 2 18:30 30000 3
6:45 00000 0 18:45 1 30000 13
7:00 1 20000 12 19:00 1 40000 14
7:15 70000 7 19:15 1 00000 10
7:30 40000 4 19:30 20000 2
7:45 80000 8 19:45 80000 8
8:00 30000 3 20:00 30000 3
8:15 60000 6 20:15 40000 4
8:30 60010 7 20:30 40000 4
8:45 70000 7 20:45 70000 7
9:00 50000 5 21:00 20000 2
9:15 30000 3 21:15 30000 3
9:30 50000 5 21:30 30000 3
9:45 32000 5 21:45 30000 3
10:00 20000 2 22:00 20000 2
10:15 32000 5 22:15 20000 2
10:30 50000 5 22:30 60000 6
10:45 40000 4 22:45 20000 2
11:00 20000 2 23:00 10000 1
11:15 30000 3 23:15 10000 1
11:30 70000 7 23:30 30000 3
11:45 30000 3 23:45 20000 2
TOTAL 1 2 74010 1 3 2 TOTAL 2 9 21000 2 9 3
AM PEAK HOUR 7:00 AM AM PEAK HOUR 2:00 PM
AM PEAK VOLUME 31 AM PEAK VOLUME 45
CLASS 1 CARS TOTAL: AM+PM 4 1 9 5010 4 2 5
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.6% 1.2% 0.0% 0.2% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 31 0 0 0 0 31
CLASS 4 4-AXLE TRUCKS 40 1 0 0 0 41
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 8 - Mayberry Colony Apartments
811
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS91 Eastern Dwy south of Mayberry.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 70000 7
0:15 00000 0 12:15 50000 5
0:30 10000 1 12:30 30000 3
0:45 00000 0 12:45 30000 3
1:00 00000 0 13:00 40000 4
1:15 00000 0 13:15 90000 9
1:30 10000 1 13:30 40010 5
1:45 00000 0 13:45 50000 5
2:00 00000 0 14:00 1 10000 11
2:15 00000 0 14:15 80000 8
2:30 20000 2 14:30 20000 2
2:45 10000 1 14:45 40000 4
3:00 10000 1 15:00 70000 7
3:15 00000 0 15:15 50000 5
3:30 00000 0 15:30 71000 8
3:45 00000 0 15:45 1
10000 11
4:00 10000 1 16:00 50000 5
4:15 10000 1 16:15 1 00000 10
4:30 10000 1 16:30 70000 7
4:45 30000 3 16:45 30000 3
5:00 10000 1 17:00 20000 2
5:15 30000 3 17:15 40000 4
5:30 30000 3 17:30 50000 5
5:45 70000 7 17:45 70000 7
6:00 20000 2 18:00 30000 3
6:15 20000 2 18:15 40000 4
6:30 30000 3 18:30 30000 3
6:45 90000 9 18:45 50000 5
7:00 1 10000 11 19:00 20000 2
7:15 90000 9 19:15 40000 4
7:30 1 00000 10 19:30 00000 0
7:45 60000 6 19:45 00000 0
8:00 10000 1 20:00 20000 2
8:15 30000 3 20:15 20000 2
8:30 1
10000 11 20:30 20000 2
8:45 1 30000 13 20:45 10000 1
9:00 20000 2 21:00 10000 1
9:15 20000 2 21:15 10000 1
9:30 40000 4 21:30 00000 0
9:45 40000 4 21:45 00000 0
10:00 10000 1 22:00 20000 2
10:15 71000 8 22:15 20000 2
10:30 50000 5 22:30 10000 1
10:45 50000 5 22:45 40000 4
11:00 10000 1 23:00 20000 2
11:15 30000 3 23:15 00000 0
11:30 40000 4 23:30 20000 2
11:45 30000 3 23:45 00000 0
TOTAL 1 4 71000 1 4 8 TOTAL 1 8 11010 1 8 3
AM PEAK HOUR 6:45 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 39 AM PEAK VOLUME 34
CLASS 1 CARS TOTAL: AM+PM 3 2 8 2010 3 3 1
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.6% 0.0% 0.3% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 36 0 0 0 0 36
CLASS 4 4-AXLE TRUCKS 25 0 0 0 0 25
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 8 - Mayberry Colony Apartments
812
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS92 DWY west of Hathaway.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 100001 12:00 900009
0:15 100001 12:15 601007
0:30 200002 12:30 700007
0:45 200002 12:45 500005
1:00 200002 13:00 400004
1:15 100001 13:15 300003
1:30 000000 13:30 800008
1:45 000000 13:45 710008
2:00 100001 14:00 1 01000 11
2:15 000000 14:15 500005
2:30 000000 14:30 1 10000 11
2:45 000000 14:45 400004
3:00 100001 15:00 500005
3:15 100001 15:15 600006
3:30 000000 15:30 1 30000 13
3:45 100001 15:45 1 20000 12
4:00 000000 16:00 1 30000 13
4:15 100001 16:15 700007
4:30 300003 16:30 900009
4:45 200002 16:45 300003
5:00 000000 17:00 700007
5:15 100001 17:15 800008
5:30 100001 17:30 700007
5:45 100001 17:45 700007
6:00 000000 18:00 800008
6:15 101002 18:15 500005
6:30 100001 18:30 900009
6:45 200002 18:45 700007
7:00 300003 19:00 410005
7:15 200002 19:15 700007
7:30 200002 19:30 900009
7:45 40000 4 19:45 600006
8:00 500005 20:00 1
00000 10
8:15 700007 20:15 700007
8:30 300003 20:30 600006
8:45 700007 20:45 400004
9:00 200002 21:00 800008
9:15 400004 21:15 500005
9:30 400004 21:30 500005
9:45 310004 21:45 500005
10:00 700007 22:00 400004
10:15 200002 22:15 1 20000 12
10:30 200002 22:30 400004
10:45 300003 22:45 500005
11:00 100001 23:00 400004
11:15 700007 23:15 100001
11:30 410005 23:30 100001
11:45 300003 23:45 000000
TOTAL 1 0 12100 1 0 4 TOTAL 3 1 23100 3 1 6
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 22 AM PEAK VOLUME 45
CLASS 1 CARS TOTAL: AM+PM 4 1 3 5200 4 2 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.3% 1.2% 0.5% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 22 0 0 0 0 22
CLASS 4 4-AXLE TRUCKS 32 0 0 0 0 32
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 9 - Summit Ridge Apartments
813
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS92 DWY west of Hathaway.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 000000 12:00 301004
0:15 000000 12:15 900009
0:30 100001 12:30 900009
0:45 000000 12:45 300003
1:00 000000 13:00 600006
1:15 000000 13:15 310004
1:30 000000 13:30 900009
1:45 000000 13:45 300003
2:00 000000 14:00 810009
2:15 100001 14:15 700007
2:30 100001 14:30 900009
2:45 000000 14:45 100001
3:00 000000 15:00 600006
3:15 100001 15:15 800008
3:30 300003 15:30 1 00000 10
3:45 000000 15:45 91000 10
4:00 200002 16:00 800008
4:15 000000 16:15 400004
4:30 100001 16:30 600006
4:45 000000 16:45 200002
5:00 200002 17:00 410005
5:15 100001 17:15 800008
5:30 200002 17:30 900009
5:45 1 00000 10 17:45 600006
6:00 200002 18:00 300003
6:15 700007 18:15 500005
6:30 000000 18:30 400004
6:45 401005 18:45 300003
7:00 300003 19:00 500005
7:15 400004 19:15 410005
7:30 300003 19:30 400004
7:45 80000 8 19:45 200002
8:00 900009 20:00 500005
8:15 900009 20:15 300003
8:30 300003 20:30 200002
8:45 800008 20:45 200002
9:00 800008 21:00 400004
9:15 400004 21:15 100001
9:30 700007 21:30 500005
9:45 100001 21:45 500005
10:00 400004 22:00 300003
10:15 300003 22:15 100001
10:30 200002 22:30 100001
10:45 200002 22:45 400004
11:00 500005 23:00 000000
11:15 400004 23:15 100001
11:30 300003 23:30 000000
11:45 600006 23:45 200002
TOTAL 1 3 40100 1 3 5 TOTAL 2 1 95100 2 2 5
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 29 AM PEAK VOLUME 36
CLASS 1 CARS TOTAL: AM+PM 3 5 3 5200 3 6 0
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.1% 1.4% 0.6% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 29 0 0 0 0 29
CLASS 4 4-AXLE TRUCKS 27 1 0 0 0 28
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 9 - Summit Ridge Apartments
814
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS93 DWY north of George.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 200002 12:00 1 20100 13
0:15 200002 12:15 1 01000 11
0:30 000000 12:30 900009
0:45 000000 12:45 1 20000 12
1:00 100001 13:00 2 10000 21
1:15 100001 13:15 1 01000 11
1:30 000000 13:30 800008
1:45 000000 13:45 1 30000 13
2:00 300003 14:00 1 30000 13
2:15 110002 14:15 800008
2:30 100001 14:30 1 80000 18
2:45 000000 14:45 900009
3:00 200002 15:00 900009
3:15 100001 15:15 2 40000 24
3:30 000000 15:30 1 91000 20
3:45 000000 15:45 1 90000 19
4:00 100001 16:00 1 30000 13
4:15 000000 16:15 800008
4:30 000000 16:30 2 20000 22
4:45 000000 16:45 1 30000 13
5:00 300003 17:00 1 51000 16
5:15 400004 17:15 1 20000 12
5:30 000000 17:30 1 50000 15
5:45 100001 17:45 1 80000 18
6:00 300003 18:00 2 30000 23
6:15 300003 18:15 1 20000 12
6:30 200002 18:30 1 00000 10
6:45 200002 18:45 1 20000 12
7:00 100001 19:00 1 60000 16
7:15 600006 19:15 1 30000 13
7:30 1 50000 15 19:30 700007
7:45 70000 7 19:45 700007
8:00 1
10000 11 20:00 1 40000 14
8:15 1 30000 13 20:15 700007
8:30 1 60000 16 20:30 800008
8:45 1 50000 15 20:45 1 00000 10
9:00 1 00000 10 21:00 1 00000 10
9:15 800008 21:15 600006
9:30 1 20000 12 21:30 200002
9:45 500005 21:45 600006
10:00 400004 22:00 700007
10:15 500005 22:15 500005
10:30 200002 22:30 200002
10:45 1 70000 17 22:45 500005
11:00 500005 23:00 900009
11:15 1 11000 12 23:15 100001
11:30 1 20000 12 23:30 100001
11:45 500005 23:45 400004
TOTAL 2 1 32000 2 1 5 TOTAL 5 2 74100 5 3 2
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 55 AM PEAK VOLUME 76
CLASS 1 CARS TOTAL: AM+PM 7 4 0 6100 7 4 7
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.8% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 55 0 0 0 0 55
CLASS 4 4-AXLE TRUCKS 62 1 0 0 0 63
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 9 - Summit Ridge Apartments
815
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS93 DWY north of George.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 100001 12:00 900009
0:15 100001 12:15 1 20000 12
0:30 000000 12:30 1 21100 14
0:45 300003 12:45 2 00000 20
1:00 000000 13:00 1 60000 16
1:15 000000 13:15 1 40000 14
1:30 000000 13:30 1 70000 17
1:45 000000 13:45 91000 10
2:00 100001 14:00 1 80000 18
2:15 100001 14:15 1 10000 11
2:30 110002 14:30 1 00000 10
2:45 100001 14:45 1 40000 14
3:00 000000 15:00 1 90000 19
3:15 000000 15:15 1 50000 15
3:30 000000 15:30 1 10000 11
3:45 000000 15:45 900009
4:00 000000 16:00 1 70000 17
4:15 100001 16:15 900009
4:30 300003 16:30 800008
4:45 100001 16:45 1 30000 13
5:00 500005 17:00 500005
5:15 100001 17:15 2 00000 20
5:30 600006 17:30 1 30000 13
5:45 200002 17:45 1 30000 13
6:00 400004 18:00 1 20000 12
6:15 600006 18:15 1 00000 10
6:30 600006 18:30 1 10000 11
6:45 700007 18:45 1 20000 12
7:00 900009 19:00 1 00000 10
7:15 1 80000 18 19:15 500005
7:30 2 00000 20 19:30 800008
7:45 3 10000 31 19:45 1 10000 11
8:00 2 50000 25 20:00 700007
8:15 1 60000 16 20:15 1 00000 10
8:30 1 50000 15 20:30 900009
8:45 1 40000 14 20:45 700007
9:00 1 00000 10 21:00 500005
9:15 1 50000 15 21:15 400004
9:30 1 10000 11 21:30 600006
9:45 900009 21:45 200002
10:00 91000 10 22:00 500005
10:15 1 00000 10 22:15 400004
10:30 700007 22:30 400004
10:45 1 20000 12 22:45 300003
11:00 1 10000 11 23:00 600006
11:15 810009 23:15 000000
11:30 900009 23:30 000000
11:45 1 91000 20 23:45 300003
TOTAL 3 2 94000 3 3 3 TOTAL 4 6 82100 4 7 1
AM PEAK HOUR 7:15 AM AM PEAK HOUR 12:45 PM
AM PEAK VOLUME 94 AM PEAK VOLUME 67
CLASS 1 CARS TOTAL: AM+PM 7 9 7 6100 8 0 4
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.7% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 94 0 0 0 0 94
CLASS 4 4-AXLE TRUCKS 51 0 0 0 0 51
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 9 - Summit Ridge Apartments
816
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS87 Dwy north of Thornton.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 30000 3
0:15 00000 0 12:15 21000 3
0:30 30000 3 12:30 31000 4
0:45 20000 2 12:45 20000 2
1:00 10000 1 13:00 30000 3
1:15 00000 0 13:15 40000 4
1:30 00000 0 13:30 30000 3
1:45 00000 0 13:45 30000 3
2:00 00000 0 14:00 50000 5
2:15 00000 0 14:15 80000 8
2:30 00000 0 14:30 60000 6
2:45 20000 2 14:45 20000 2
3:00 10000 1 15:00 50000 5
3:15 00000 0 15:15 50000 5
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 30000 3
4:00 00000 0 16:00 90000 9
4:15 00000 0 16:15 90000 9
4:30 00000 0 16:30 50000 5
4:45 20000 2 16:45 70000 7
5:00 00000 0 17:00 60000 6
5:15 00000 0 17:15 20000 2
5:30 10000 1 17:30 90000 9
5:45 00000 0 17:45 90000 9
6:00 00000 0 18:00 1
20000 12
6:15 00000 0 18:15 50000 5
6:30 10000 1 18:30 90000 9
6:45 30000 3 18:45 50000 5
7:00 10000 1 19:00 50000 5
7:15 1 00000 10 19:15 30000 3
7:30 20000 2 19:30 80000 8
7:45 10000 1 19:45 30000 3
8:00 30000 3 20:00 70000 7
8:15 40000 4 20:15 50000 5
8:30 50000 5 20:30 80000 8
8:45 21000 3 20:45 20000 2
9:00 1
00000 10 21:00 10000 1
9:15 10000 1 21:15 30000 3
9:30 30000 3 21:30 20000 2
9:45 70000 7 21:45 20000 2
10:00 20000 2 22:00 70000 7
10:15 00000 0 22:15 30000 3
10:30 10000 1 22:30 10000 1
10:45 41000 5 22:45 30000 3
11:00 50000 5 23:00 10000 1
11:15 30000 3 23:15 50000 5
11:30 41000 5 23:30 10000 1
11:45 50000 5 23:45 10000 1
TOTAL 8 93000 9 2 TOTAL 2 2 42000 2 2 6
AM PEAK HOUR 8:15 AM AM PEAK HOUR 5:45 PM
AM PEAK VOLUME 22 AM PEAK VOLUME 35
CLASS 1 CARS TOTAL: AM+PM 3 1 3 5000 3 1 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.4% 1.6% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 16 0 0 0 0 16
CLASS 4 4-AXLE TRUCKS 30 0 0 0 0 30
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
817
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS87 Dwy north of Thornton.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 30000 3
0:15 00000 0 12:15 60000 6
0:30 20000 2 12:30 01000 1
0:45 10000 1 12:45 50000 5
1:00 10000 1 13:00 30000 3
1:15 00000 0 13:15 50000 5
1:30 10000 1 13:30 10000 1
1:45 10000 1 13:45 50000 5
2:00 00000 0 14:00 50000 5
2:15 00000 0 14:15 60000 6
2:30 00000 0 14:30 70000 7
2:45 10000 1 14:45 40000 4
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 20000 2
3:30 10000 1 15:30 1 10000 11
3:45 00000 0 15:45 30000 3
4:00 10000 1 16:00 50000 5
4:15 10000 1 16:15 1 20000 12
4:30 00000 0 16:30 50000 5
4:45 00000 0 16:45 70000 7
5:00 10000 1 17:00 50000 5
5:15 00000 0 17:15 60000 6
5:30 10000 1 17:30 10000 1
5:45 10000 1 17:45 40000 4
6:00 10000 1 18:00 70000 7
6:15 30000 3 18:15 70000 7
6:30 60000 6 18:30 70000 7
6:45 30000 3 18:45 40000 4
7:00 1 30000 13 19:00 50000 5
7:15 1 40000 14 19:15 20000 2
7:30 30000 3 19:30 40000 4
7:45 70000 7 19:45 40000 4
8:00 60000 6 20:00 50000 5
8:15 30000 3 20:15 40000 4
8:30 1
10000 11 20:30 40000 4
8:45 51000 6 20:45 10000 1
9:00 60000 6 21:00 20000 2
9:15 10000 1 21:15 00000 0
9:30 40000 4 21:30 20000 2
9:45 60000 6 21:45 00000 0
10:00 40000 4 22:00 50000 5
10:15 00000 0 22:15 30000 3
10:30 20000 2 22:30 10000 1
10:45 10000 1 22:45 30000 3
11:00 30000 3 23:00 10000 1
11:15 40000 4 23:15 50000 5
11:30 50000 5 23:30 10000 1
11:45 41000 5 23:45 00000 0
TOTAL 1 2 82000 1 3 0 TOTAL 1 9 41000 1 9 5
AM PEAK HOUR 7:00 AM AM PEAK HOUR 3:30 PM
AM PEAK VOLUME 37 AM PEAK VOLUME 31
CLASS 1 CARS TOTAL: AM+PM 3 2 2 3000 3 2 5
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.1% 0.9% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 37 0 0 0 0 37
CLASS 4 4-AXLE TRUCKS 29 0 0 0 0 29
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
818
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS88 Southern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 60000 6
0:15 20000 2 12:15 1 20000 12
0:30 30000 3 12:30 90000 9
0:45 10000 1 12:45 30000 3
1:00 10000 1 13:00 40000 4
1:15 20000 2 13:15 1 30000 13
1:30 00000 0 13:30 1 10000 11
1:45 30000 3 13:45 30000 3
2:00 00000 0 14:00 40000 4
2:15 10000 1 14:15 1 10000 11
2:30 00000 0 14:30 80000 8
2:45 10000 1 14:45 1 10000 11
3:00 00000 0 15:00 1 40000 14
3:15 10000 1 15:15 60000 6
3:30 00000 0 15:30 90000 9
3:45 00000 0 15:45 1
20000 12
4:00 00000 0 16:00 70000 7
4:15 00000 0 16:15 1 30000 13
4:30 10000 1 16:30 60000 6
4:45 00000 0 16:45 1 60000 16
5:00 50000 5 17:00 1 60000 16
5:15 20000 2 17:15 70000 7
5:30 30000 3 17:30 1 30000 13
5:45 20000 2 17:45 1 00000 10
6:00 10000 1 18:00 60000 6
6:15 00000 0 18:15 1 00000 10
6:30 30000 3 18:30 1 00000 10
6:45 40000 4 18:45 1 00000 10
7:00 1 20000 12 19:00 1 00000 10
7:15 1 10000 11 19:15 70000 7
7:30 1 00000 10 19:30 80000 8
7:45 50000 5 19:45 40000 4
8:00 60000 6 20:00 40000 4
8:15 20000 2 20:15 30000 3
8:30 90000 9 20:30 40000 4
8:45 90000 9 20:45 20000 2
9:00 30000 3 21:00 40000 4
9:15 30000 3 21:15 60000 6
9:30 40000 4 21:30 60000 6
9:45 20000 2 21:45 20000 2
10:00 30000 3 22:00 40000 4
10:15 20000 2 22:15 50000 5
10:30 51000 6 22:30 50000 5
10:45 40000 4 22:45 30000 3
11:00 60000 6 23:00 00000 0
11:15 50000 5 23:15 10000 1
11:30 60000 6 23:30 10000 1
11:45 11000 2 23:45 10000 1
TOTAL 1 4 52000 1 4 7 TOTAL 3 4 00000 3 4 0
AM PEAK HOUR 7:00 AM AM PEAK HOUR 4:45 PM
AM PEAK VOLUME 38 AM PEAK VOLUME 52
CLASS 1 CARS TOTAL: AM+PM 4 8 5 2000 4 8 7
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.6% 0.4% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 38 0 0 0 0 38
CLASS 4 4-AXLE TRUCKS 52 0 0 0 0 52
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
819
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS88 Southern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 10000 1 12:00 40000 4
0:15 10000 1 12:15 80000 8
0:30 20000 2 12:30 72000 9
0:45 20000 2 12:45 70000 7
1:00 00000 0 13:00 80000 8
1:15 10000 1 13:15 90000 9
1:30 00000 0 13:30 1 30000 13
1:45 00000 0 13:45 70000 7
2:00 00000 0 14:00 1 40000 14
2:15 00000 0 14:15 1 30000 13
2:30 00000 0 14:30 40000 4
2:45 00000 0 14:45 60000 6
3:00 00000 0 15:00 60000 6
3:15 00000 0 15:15 80000 8
3:30 00000 0 15:30 90000 9
3:45 30000 3 15:45 1
10000 11
4:00 10000 1 16:00 80000 8
4:15 10000 1 16:15 60000 6
4:30 00000 0 16:30 40000 4
4:45 00000 0 16:45 70000 7
5:00 20000 2 17:00 1 20000 12
5:15 10000 1 17:15 60000 6
5:30 20000 2 17:30 1 10000 11
5:45 10000 1 17:45 60000 6
6:00 60000 6 18:00 30000 3
6:15 30000 3 18:15 30000 3
6:30 30000 3 18:30 80000 8
6:45 1 40000 14 18:45 80000 8
7:00 2 00000 20 19:00 40000 4
7:15 1 80000 18 19:15 40000 4
7:30 2 60000 26 19:30 40000 4
7:45 1 10000 11 19:45 30000 3
8:00 60000 6 20:00 50000 5
8:15 50000 5 20:15 50000 5
8:30 80000 8 20:30 50000 5
8:45 80000 8 20:45 30000 3
9:00 50000 5 21:00 50000 5
9:15 20000 2 21:15 50000 5
9:30 50000 5 21:30 40000 4
9:45 60000 6 21:45 20000 2
10:00 50000 5 22:00 10000 1
10:15 00000 0 22:15 20000 2
10:30 30000 3 22:30 40000 4
10:45 71000 8 22:45 10000 1
11:00 81000 9 23:00 00000 0
11:15 50000 5 23:15 70000 7
11:30 40000 4 23:30 10000 1
11:45 51000 6 23:45 10000 1
TOTAL 2 0 13000 2 0 4 TOTAL 2 8 22000 2 8 4
AM PEAK HOUR 6:45 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 78 AM PEAK VOLUME 47
CLASS 1 CARS TOTAL: AM+PM 4 8 3 5000 4 8 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.0% 1.0% 0.0% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 75 0 0 0 0 75
CLASS 4 4-AXLE TRUCKS 36 0 0 0 0 36
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
820
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS89 Northern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 40000 4
0:15 00000 0 12:15 30000 3
0:30 00000 0 12:30 30000 3
0:45 10000 1 12:45 10000 1
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 10000 1
1:30 10000 1 13:30 40000 4
1:45 00000 0 13:45 40000 4
2:00 10000 1 14:00 71000 8
2:15 00000 0 14:15 50000 5
2:30 00000 0 14:30 40000 4
2:45 00000 0 14:45 40000 4
3:00 00000 0 15:00 40000 4
3:15 00000 0 15:15 50100 6
3:30 00000 0 15:30 30000 3
3:45 00000 0 15:45 20000 2
4:00 20000 2 16:00 70000 7
4:15 50000 5 16:15 60000 6
4:30 00000 0 16:30 80000 8
4:45 00000 0 16:45 1
00000 10
5:00 00000 0 17:00 80000 8
5:15 00000 0 17:15 40000 4
5:30 00000 0 17:30 30000 3
5:45 10000 1 17:45 40000 4
6:00 10000 1 18:00 50000 5
6:15 20000 2 18:15 60000 6
6:30 10000 1 18:30 80000 8
6:45 00000 0 18:45 40000 4
7:00 20000 2 19:00 50000 5
7:15 10000 1 19:15 40000 4
7:30 50000 5 19:30 40000 4
7:45 20000 2 19:45 50000 5
8:00 00000 0 20:00 30000 3
8:15 10000 1 20:15 70000 7
8:30 30000 3 20:30 40000 4
8:45 50000 5 20:45 1
20000 12
9:00 51000 6 21:00 40000 4
9:15 30000 3 21:15 50000 5
9:30 10000 1 21:30 40000 4
9:45 50000 5 21:45 60000 6
10:00 30000 3 22:00 20000 2
10:15 20000 2 22:15 40000 4
10:30 20000 2 22:30 30000 3
10:45 40000 4 22:45 30000 3
11:00 50000 5 23:00 60000 6
11:15 10000 1 23:15 70000 7
11:30 30000 3 23:30 60000 6
11:45 31000 4 23:45 50000 5
TOTAL 7 32000 7 5 TOTAL 2 3 11100 2 3 3
AM PEAK HOUR 8:30 AM AM PEAK HOUR 4:15 PM
AM PEAK VOLUME 17 AM PEAK VOLUME 32
CLASS 1 CARS TOTAL: AM+PM 3 0 4 3100 3 0 8
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.7% 1.0% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 10 0 0 0 0 10
CLASS 4 4-AXLE TRUCKS 32 0 0 0 0 32
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 10 - Riverdale Apartments
821
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS89 Northern Dwy east of Cawston.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 00000 0 12:00 60000 6
0:15 00000 0 12:15 90000 9
0:30 30000 3 12:30 60000 6
0:45 10000 1 12:45 40000 4
1:00 00000 0 13:00 50000 5
1:15 00000 0 13:15 40000 4
1:30 00000 0 13:30 50000 5
1:45 00000 0 13:45 40000 4
2:00 00000 0 14:00 30000 3
2:15 00000 0 14:15 80000 8
2:30 00000 0 14:30 60000 6
2:45 20000 2 14:45 50000 5
3:00 10000 1 15:00 60000 6
3:15 00000 0 15:15 90000 9
3:30 30000 3 15:30 50100 6
3:45 00000 0 15:45 70000 7
4:00 00000 0 16:00 20000 2
4:15 40000 4 16:15 60000 6
4:30 00000 0 16:30 60000 6
4:45 10000 1 16:45 50000 5
5:00 00000 0 17:00 60000 6
5:15 00000 0 17:15 30000 3
5:30 20000 2 17:30 40000 4
5:45 20000 2 17:45 30000 3
6:00 50000 5 18:00 60000 6
6:15 30000 3 18:15 50000 5
6:30 20000 2 18:30 30000 3
6:45 50000 5 18:45 30000 3
7:00 70000 7 19:00 60000 6
7:15 70000 7 19:15 20000 2
7:30 50000 5 19:30 20000 2
7:45 20000 2 19:45 30000 3
8:00 40000 4 20:00 30000 3
8:15 30000 3 20:15 10000 1
8:30 60000 6 20:30 10000 1
8:45 40000 4 20:45 20000 2
9:00 20000 2 21:00 10000 1
9:15 20000 2 21:15 50000 5
9:30 30000 3 21:30 20000 2
9:45 80000 8 21:45 20000 2
10:00 10000 1 22:00 10000 1
10:15 30000 3 22:15 10000 1
10:30 20000 2 22:30 30000 3
10:45 30000 3 22:45 20000 2
11:00 20000 2 23:00 10000 1
11:15 20000 2 23:15 00000 0
11:30 30000 3 23:30 10000 1
11:45 11000 2 23:45 00000 0
TOTAL 1 0 41000 1 0 5 TOTAL 1 8 30100 1 8 4
AM PEAK HOUR 6:45 AM AM PEAK HOUR 3:00 PM
AM PEAK VOLUME 24 AM PEAK VOLUME 28
CLASS 1 CARS TOTAL: AM+PM 2 8 7 1100 2 8 9
CLASS 2 2-AXLE TRUCKS % OF TOTAL 99.3% 0.3% 0.3% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 21 0 0 0 0 21
CLASS 4 4-AXLE TRUCKS 23 0 0 0 0 23
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 10 - Riverdale Apartments
822
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS70 Dwy east of E Parkridge.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 90000 9
0:15 20000 2 12:15 1 00000 10
0:30 80000 8 12:30 1 60000 16
0:45 20000 2 12:45 1 31000 14
1:00 20000 2 13:00 2 02000 22
1:15 20000 2 13:15 1 02000 12
1:30 10000 1 13:30 1 81000 19
1:45 10000 1 13:45 1 80000 18
2:00 10000 1 14:00 1 92000 21
2:15 10000 1 14:15 2 11000 22
2:30 10000 1 14:30 3 71000 38
2:45 10000 1 14:45 3 20000 32
3:00 40000 4 15:00 1 50000 15
3:15 50000 5 15:15 2 22000 24
3:30 10000 1 15:30 2 00000 20
3:45 40000 4 15:45 1 70000 17
4:00 70000 7 16:00 2 63000 29
4:15 00000 0 16:15 2 10000 21
4:30 20000 2 16:30 2 60000 26
4:45 40000 4 16:45 2 50000 25
5:00 30000 3 17:00 2 30000 23
5:15 50000 5 17:15 2 50000 25
5:30 10000 1 17:30 1 90000 19
5:45 50000 5 17:45 3 00000 30
6:00 40000 4 18:00 1 30000 13
6:15 60000 6 18:15 2 81000 29
6:30 32000 5 18:30 1 41000 15
6:45 81000 9 18:45 2 60000 26
7:00 62000 8 19:00 1 80000 18
7:15 73000 10 19:15 90000 9
7:30 2 00100 21 19:30 1 80000 18
7:45 1 10000 11 19:45 2 00000 20
8:00 1 10100 12 20:00 1 40000 14
8:15 1 51000 16 20:15 70000 7
8:30 1 11000 12 20:30 1 80000 18
8:45 82000 10 20:45 1 40000 14
9:00 1 10000 11 21:00 90000 9
9:15 50000 5 21:15 1 50000 15
9:30 92000 11 21:30 1 10000 11
9:45 80000 8 21:45 1 20000 12
10:00 1 30000 13 22:00 1 10000 11
10:15 31000 4 22:15 60000 6
10:30 91000 10 22:30 1 20000 12
10:45 1 50000 15 22:45 50000 5
11:00 1 00000 10 23:00 70000 7
11:15 71000 8 23:15 30000 3
11:30 1 10000 11 23:30 60000 6
11:45 80000 8 23:45 20000 2
TOTAL 284 17 2 0 0 303 TOTAL 790 17 0 0 0 807
AM PEAK HOUR 7:30 AM AM PEAK HOUR 2:00 PM
AM PEAK VOLUME 60 AM PEAK VOLUME 113
CLASS 1 CARS TOTAL: AM+PM 1,074 34 2 0 0 1,110
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.8% 3.1% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 57 1 2 0 0 60
CLASS 4 4-AXLE TRUCKS 98 3 0 0 0 101
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 11 - Parkridge Meadows Apartments
823
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS70 Dwy east of E Parkridge.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 20000 2 12:00 80000 8
0:15 30000 3 12:15 1 21000 13
0:30 40000 4 12:30 1 20000 12
0:45 30000 3 12:45 1 00000 10
1:00 20000 2 13:00 1 62000 18
1:15 10000 1 13:15 1 52000 17
1:30 10000 1 13:30 1 40000 14
1:45 00000 0 13:45 1 80000 18
2:00 00000 0 14:00 1 63000 19
2:15 00000 0 14:15 2 02000 22
2:30 10000 1 14:30 1 70000 17
2:45 00000 0 14:45 1 40000 14
3:00 10000 1 15:00 1 61000 17
3:15 00000 0 15:15 2 92000 31
3:30 10000 1 15:30 2 40000 24
3:45 20000 2 15:45 2 10000 21
4:00 1 00000 10 16:00 1 53000 18
4:15 1 40000 14 16:15 1 70000 17
4:30 1 60000 16 16:30 1 20000 12
4:45 1 10000 11 16:45 90000 9
5:00 60000 6 17:00 1 80000 18
5:15 1 90000 19 17:15 1 50000 15
5:30 1 30000 13 17:30 1 50000 15
5:45 1 60000 16 17:45 1 20000 12
6:00 1 00000 10 18:00 1 10000 11
6:15 1 10000 11 18:15 1 20000 12
6:30 1 80000 18 18:30 1 53000 18
6:45 2 83000 31 18:45 1 20000 12
7:00 1 21000 13 19:00 1 41000 15
7:15 3 54000 39 19:15 1 10000 11
7:30 2 60000 26 19:30 1 30000 13
7:45 2 60100 27 19:45 70000 7
8:00 2
30000 23 20:00 1 60000 16
8:15 1 00100 11 20:15 1 00000 10
8:30 1 41000 15 20:30 1 90000 19
8:45 2 03000 23 20:45 70000 7
9:00 1 50000 15 21:00 70000 7
9:15 1 60000 16 21:15 40000 4
9:30 91000 10 21:30 60000 6
9:45 1 61000 17 21:45 60000 6
10:00 1 00000 10 22:00 10000 1
10:15 1 70000 17 22:15 40000 4
10:30 81000 9 22:30 70000 7
10:45 1 70000 17 22:45 30000 3
11:00 1 00000 10 23:00 80000 8
11:15 50000 5 23:15 00000 0
11:30 1 21000 13 23:30 30000 3
11:45 1 70000 17 23:45 10000 1
TOTAL 511 16 2 0 0 529 TOTAL 572 20 0 0 0 592
AM PEAK HOUR 7:15 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 115 AM PEAK VOLUME 94
CLASS 1 CARS TOTAL: AM+PM 1,083 36 2 0 0 1,121
CLASS 2 2-AXLE TRUCKS % OF TOTAL 96.6% 3.2% 0.2% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 110 4 1 0 0 115
CLASS 4 4-AXLE TRUCKS 60 0 0 0 0 60
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 11 - Parkridge Meadows Apartments
824
A021323
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS81 Dwy west of Goetz.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 1 10000 11 12:00 2 91000 30
0:15 70000 7 12:15 3 40000 34
0:30 90000 9 12:30 2 80000 28
0:45 60000 6 12:45 3 21000 33
1:00 30000 3 13:00 2 02000 22
1:15 60000 6 13:15 4 02000 42
1:30 30000 3 13:30 3 70000 37
1:45 70000 7 13:45 2 90000 29
2:00 20000 2 14:00 2 80000 28
2:15 50000 5 14:15 4 81000 49
2:30 50000 5 14:30 4 50000 45
2:45 80000 8 14:45 3 31000 34
3:00 50000 5 15:00 3 31000 34
3:15 20000 2 15:15 5 10000 51
3:30 20000 2 15:30 4 80100 49
3:45 80000 8 15:45 6 20000 62
4:00 00000 0 16:00 5 61000 57
4:15 30000 3 16:15 4 20000 42
4:30 10000 1 16:30 4 90000 49
4:45 1 00000 10 16:45 3 90000 39
5:00 50000 5 17:00 5 90000 59
5:15 80000 8 17:15 4 30000 43
5:30 60000 6 17:30 4 00000 40
5:45 50000 5 17:45 5 01000 51
6:00 60000 6 18:00 3 81000 39
6:15 30000 3 18:15 3 30000 33
6:30 80000 8 18:30 4 40000 44
6:45 90000 9 18:45 3 51000 36
7:00 90000 9 19:00 3 30000 33
7:15 1 40000 14 19:15 2 90000 29
7:30 1 50000 15 19:30 2 70000 27
7:45 3 40000 34 19:45 2 01000 21
8:00 4 41000 45 20:00 2 90000 29
8:15 4 72100 50 20:15 2 50000 25
8:30 2 30000 23 20:30 3 30000 33
8:45 3 70000 37 20:45 2 90000 29
9:00 1 40000 14 21:00 2 90000 29
9:15 1 30000 13 21:15 2 10000 21
9:30 1 60000 16 21:30 3 20000 32
9:45 1 01000 11 21:45 1 00000 10
10:00 1 11000 12 22:00 1 50000 15
10:15 1 62000 18 22:15 1 80000 18
10:30 1 90000 19 22:30 2 10000 21
10:45 2 00000 20 22:45 1 90000 19
11:00 1 41100 16 23:00 1 10000 11
11:15 2 00000 20 23:15 2 10000 21
11:30 1 70000 17 23:30 1 00000 10
11:45 1 90000 19 23:45 1 40000 14
TOTAL 5 6 58200 5 7 5 TOTAL 1,571 14 1 0 0 1,586
AM PEAK HOUR 8:00 AM AM PEAK HOUR 3:15 PM
AM PEAK VOLUME 155 AM PEAK VOLUME 219
CLASS 1 CARS TOTAL: AM+PM 2,136 22 3 0 0 2,161
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.0% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 151 3 1 0 0 155
CLASS 4 4-AXLE TRUCKS 192 1 0 0 0 193
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS
IN IN

AM PEAK
Study Site 12 - Hunt Club Apartments
825
A13123
DATE: CITY: WRCOG
JOB #: SC3826 LOCATION: CLASS81 Dwy west of Goetz.

AM PM
TIME 12345 TOTAL Time 12345 TOTAL
0:00 50000 5 12:00 2 71000 28
0:15 40000 4 12:15 1 70000 17
0:30 60000 6 12:30 4 21000 43
0:45 10000 1 12:45 2 91000 30
1:00 20000 2 13:00 3 12000 33
1:15 50000 5 13:15 2 40000 24
1:30 40000 4 13:30 3 93000 42
1:45 10000 1 13:45 4 01000 41
2:00 20000 2 14:00 5 30000 53
2:15 40000 4 14:15 3 80000 38
2:30 20000 2 14:30 3 20000 32
2:45 40000 4 14:45 2 50000 25
3:00 40000 4 15:00 3 81000 39
3:15 80000 8 15:15 3 91000 40
3:30 1 20000 12 15:30 3 80100 39
3:45 1 50000 15 15:45 3 90000 39
4:00 1 30000 13 16:00 2 80000 28
4:15 1 10000 11 16:15 3 21000 33
4:30 2 30000 23 16:30 3 30000 33
4:45 1 70000 17 16:45 2 30000 23
5:00 1 00000 10 17:00 2 80000 28
5:15 1 80000 18 17:15 3 90000 39
5:30 2 10000 21 17:30 3 10000 31
5:45 2 80000 28 17:45 2 70000 27
6:00 1 40000 14 18:00 1 70000 17
6:15 2 51000 26 18:15 2 40000 24
6:30 3 70000 37 18:30 1 90000 19
6:45 3 00000 30 18:45 2 40000 24
7:00 4 71000 48 19:00 2 01000 21
7:15 6 50000 65 19:15 1 70000 17
7:30 7 20000 72 19:30 1 30000 13
7:45 8 70000 87 19:45 1 70000 17
8:00 5 30000 53 20:00 1 00000 10
8:15 3 01000 31 20:15 1 82000 20
8:30 1 62100 19 20:30 1 80000 18
8:45 1 70000 17 20:45 1 60000 16
9:00 3 00000 30 21:00 90000 9
9:15 1 40000 14 21:15 80000 8
9:30 2 30000 23 21:30 1 60000 16
9:45 2 00000 20 21:45 80000 8
10:00 2 51000 26 22:00 50000 5
10:15 2 70000 27 22:15 40000 4
10:30 1 71000 18 22:30 1 10000 11
10:45 3 10000 31 22:45 1 00000 10
11:00 2 40000 24 23:00 70000 7
11:15 2 51000 26 23:15 60000 6
11:30 2 20000 22 23:30 20000 2
11:45 1 60100 17 23:45 10000 1
TOTAL 9 8 78200 9 9 7 TOTAL 1,092 15 1 0 0 1,108
AM PEAK HOUR 7:15 AM AM PEAK HOUR 1:30 PM
AM PEAK VOLUME 277 AM PEAK VOLUME 174
CLASS 1 CARS TOTAL: AM+PM 2,079 23 3 0 0 2,105
CLASS 2 2-AXLE TRUCKS % OF TOTAL 98.8% 1.1% 0.1% 0.0% 0.0% 100.0% CLASS 3 3-AXLE TRUCKS 277 0 0 0 0 277
CLASS 4 4-AXLE TRUCKS 125 0 0 0 0 125
CLASS 5 5-AXLE + TRUCKS

PM PEAK
24-HOUR ROADWAY SEGMENT COUNTS (WITH CLASSIFICATION)
Prepared by AimTD LLC tel. 714 253 7888 [email protected]

THREE DAYS

OUT OUT

AM PEAK
Study Site 12 - Hunt Club Apartments
826
Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

Page 12 of 13 ends

Appendix B: Apartment
Characteristics

827
Appendix B: Apartment Characteristics
Studio One
Bedroom
Two
Bedrooms
Three
Bedrooms
Four
Bedrooms
Total # of
DUs
Total # of
Bedrooms
Average #
Bedrooms
per DU
Studio One
Bedroom
Two
Bedrooms
Three
Bedrooms
Four
Bedrooms
Average
Size of
Unit per
Complex
Sum of
Area of All
Dus
Average
Square
Footage
per DU
(Sq. Ft.)
1 Central Zone Oakwood Apartments
15170 Perris Blvd,
Moreno Valley, CA
92551
+1 951-243-0800 N/A - - 80 93 68 241 711 3.0 - - 832 1,042 1,282 1,052 250,642 1040.01 2 Northwest Zone Springbrook Park
Apartments
1066 Orange St,
Riverside, CA 92501 +1 951-682-9774 N/A - 40 32 40 - 112 224 2.0 - 800 967 1,100 - 956 106,944 954.86 3 Central Zone Vista Springs
Apartments
21550 Box Springs Rd,
Moreno Valley, CA
92557
+1 951-276-0334 N/A - 108 104 - - 212 316 1.5 - 690 960 - - 825 174,360 822.45 4 Northwest Zone Vesada Apartment
Homes
3390 Country Village
Road, Riverside, CA
92509
+1 951-462-2198 california.weidner.com 18 72 153 18 - 261 450 1.7 629 782 1,021 1,168 - 900 244,863 938.17 5 Southwest Zone Morning Ridge
Apartments
30660 Milky Way Dr,
Temecula, CA 92592 +1 951-699-0886 morningridgeapts.com - 74 126 - - 200 326 1.6 680 950 - - 815 170,020 850.10 6 Northwest Zone Stonegate Apartments 6506 Doolittle Ave, Riverside, CA 92503 (951) 351-9445 stonegateriverside.com 1 79 80 - - 160 240 1.5 300 705 905 - - 637 128, 395 802.47 7 Southwest Zone River's Edge Apartment
Homes
2088 E Lakeshore Dr,
Lake Elsinore, CA 92530 +1 951-678-8553 riversedgeapartmentlivi ng.com - 96 88 - - 184 272 1.5 - 762 1,089 - - 926 168,984 918.39 8 Hemet/San Jacinto
Zone
Mayberry Colony
Apartments
40389 Mayberry Ave #
A1, Hemet, CA 92544 +1 951-929-3380 www.mayberrycolony.co m - 34 55 - - 89 144 1.6 - 790 962 - - 876 79,770 896.29 9 Pass Zone Summit Ridge
Apartments
555 N Hathaway St #
1101, Banning, CA
92220
+1 951-849-3001 www.summitridgebanni
ng.com - - 40 40 - 80 200 2.5 - 850 1,058 - - 954 42,320 529.00 10 Hemet/San Jacinto
Zone Riverdale Apartments 1250 S Cawston Ave,
Hemet, CA 92545 +1 951-766-5672 www.rentriverdaleapts.c om - - 36 60 - 96 252 2.6 - - 984 1,033 - 1,009 97,404 1014.63 11 Northwest Zone Parkridge Meadows
Apartments
219 E Parkridge Ave,
Corona, CA 92879 +1 951-736-8681 www.allenproperties.net - - 87 1 - 88 177 2.0 - - 780 - - 780 67,860 771.14 12 Central Zone Hunt Club Apartments 1355 S Perris Blvd, Perris, CA 92570 +1 951-657-0228 www.huntclubperris.co
m - - 203 - - 203 406 2.0 - - 962 - - 962 195,286 962.00 NameStudy Site
# TUMF Zone Address Phone # Apartment Website
# of Apartment Style Apartment Size (Sq. Ft.)
&----------------828
Christopher Gray and Chris Tzeng, WRCOG
May 2, 2023

Page 13 of 13 ends

Appendix C: Correlation Plots
829
Appendix C: Correlation Plots
Daily Trip Generation by Average Size of Dwelling UnitDaily Trip Generation by # of Dwelling Units in Complex Daily Trip Generation by Average # of Bedrooms Per Dwelling Unit
AM Peak Trip Generation by # of Dwelling Units in Complex PM Peak Trip Generation by # of Dwelling Units in Complex AM Peak Trip Generation by Average # of Bedrooms Per
Dwelling Unit
PM Peak Trip Generation by Average # of Bedrooms Per Dwelling Unit
AM Peak Trip Generation by Average Size of Dwelling Unit PM Peak Trip Generation by Average Size of Dwelling Unit y = 249.92x + 601.26
R² = 0.0813
0 500
1,000
1,500
2,000
2,500

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
Daily Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 20.854x + 50.612
R² = 0.0758
0 20
40 60
80 100
120
140
160
180

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
AM Peak Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 19.26x + 50.489
R² = 0.0769
0 20
40 60
80 100
120
140
160
180

0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5
PM Peak Trips Generated (Veh)
Average # of Bedrooms per DU
Average # of Bedrooms per DU
y = 1.4463x ‐ 174.18
R² = 0.2107
0 500
1,000
1,500
2,000
2,500
0 200 400 600 800 1,000 1,200
Daily Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 0.1258x ‐ 18.538
R² = 0.2131
0 20
40 60
80 100
120
140
160
180
0 200 400 600 800 1,000 1,200
AM Peak Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 0.1319x ‐ 27.14
R² = 0.2789
0 20
40 60
80 100
120
140
160
180
0 200 400 600 800 1,000 1,200
PM Peak Trips Generated (Veh)
Average DU Size (Sq. Ft.)
Average DU Size (Sq. Ft.)
y = 5.7897x + 162
R² = 0.7617
0 500
1,000
1,500
2,000
2,500
0 50 100 150 200 250 300
Daily Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
y = 0.4893x + 12.967
R² = 0.7277
0 20
40 60
80 100
120
140
160
180
0 50 100 150 200 250 300
AM Peak Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
y = 0.4552x + 15.198
R² = 0.7495
0 20
40 60
80 100
120
140
160
180
0 50 100 150 200 250 300
PM Peak Trips Generated (Veh)
Total # of Dwelling Units
Total # of Dwelling Units
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830

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 L-1
Appendix L - Non-Residential Fee Calculation

The non-residential fee was calculated by multiplying the estimated Regional System of Highways and Arterials improvements cost attributable to new development ( Section

4.0) by the proportion of all regional trips that are generated by non-residential land uses (Section 5.3), and dividing this number by the projected increase in non-residential land use between 2018 and 2045 ( Table 2.3, Section 2.0) and the proportional share of new employees in each sector.

In preparation for the fee calculation, SCAG 2020 RTP/SCS employment data by sector was first converted to land use as square feet of gross floor area (SF GFA). Non- residential employee to gross floor area conversion factors were derived from four sources. These sources are:
 Cordoba Corporation/Parsons Brinckerhoff Quade and Douglas, Inc. (PBQD), Land Use Density Conversion Factors For The Long-Range Corridor Study San Bernardino and Riverside Counties, August 20, 1990. Table 8.  Orange County Transportation Authority (OCTA), Orange County Subarea Modeling Guidelines Manual, June 2001. Appendix C.
 Southern California Association of Governments (SCAG), Employment Density Study, October 31, 2001, Table IIB
 County of Riverside, General Plan, As Amended December 15, 2015, Appendix E:

Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5

The employment conversion factors developed for use in the calculation of the non- residential fee are tabulated in Exhibits L-1 through L-4. The relevant sections of these respective publications are included in this Appendix as Exhibits L-5 through L-8.

To account for the difference in trip generation rates between the various employment sectors, the non-residential fee value for each sector was normalized by multiplying by the respective median trip generation rate for the range of associated land use types as published in the Institute of Traffic Engineers Trip Generation Manual, Eleventh Edition, 2021. The respective fee values are presented in Section 6.2. The table detailing the calculation of the non-residential fee (and residential fee) is included in Appendix K as Exhibit K-1.

831
EXHIBIT L-1 Employment Conversion Factors
Employment Sector Employees Gross Floor Area (TSF) Conversion Rate (Employees/TSF)
Land Use Category
(2)
Minimum Range
Conversion Rate
(Employees/TSF)
Land Use Category
(3)
SF per Employee
based on Average
Employees per Acre
and Average FAR
(Riverside County)
Employees/TSF Land Use Category (4) SF per Employee Employees/TSF TUMF Median
Employment
Conversion Factors
(Employees/TSF)
6,379 5,117 1.25 R&D/LI/BP 2.50 R&D/Flex Space 867 Light Industrial 1030 11,603 6,103 1.90 Heavy Industry 2.00 Light Manufacturing 1548 Heavy Industry 1500 8,624 3,962 2.18 Warehouse 1.00 Warehouse 1195
5,559 3,038 1.83
954 411 2.32
6,120 4,140 1.48
119 279 0.43
1,023 917 1.12

1.65 Median 2.00 Median 1195.0 0.84 Median 1265.0 0.79
34,821 20,125 1.73 Regional Retail 268 Commercial Retail 500 3,452 1,590 2.17 Other Retail/Service 629
1,080 453 2.38
12,978 17,023 0.76

1.95 Median 448.5 2.23 Median 500.0 2.00
7,738 1,095 7.07 Office 3.00 Low-Rise Office 481 Commercial Office 300 3,945 548 7.20 Medical/PO/Bank 3.50 Hotel/Motel 3476 Business Park 600 5,470 1,529 3.58 Hospital 2.50
6,680 1,966 3.40 Restaurant 3.00
8,900 3,886 2.29
9,006 3,201 2.81
23,345 4,061 5.75

3.58 Median 3.00 Median 1978.5 0.51 Median 450.0 2.22
Government/Civic 3.00 Government Offices 208
Library 1.50
Median 2.25 Median 208.0 4.81
Notes:

3.53 General Offices

2.61 (3) SCAG, Employment Density Study, October 31, 2001, Table IIB Service
(2) OCTA, Orange County Subarea Model Guidelines Manual, June 2001. Appendix C. (1) Cordoba Corporation/PBQD, Land Use Density Conversion Factors For Long Range Corridor Study San Bernardino and Riverside Counties, August 20, 1990. Table 8. - TUMF Median Employment Conversion Factor is the median of (1) through (4) Conversion Rates - OCTA Typical Employment Conversion Factors for Commercial excluded as it potentially covers uses in both Retail and Service categories; Hotel/Motel, Schools, Golf Course, Developed Park, Park and Agricultural were excluded as they are calculated from units other than TSF.

Government/Public Sector
Professional Services
Medical Services
Median
(4) County of Riverside, General Plan, As Amended December 15, 2015, Appendix E: Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5 Retail

1.25 2.00
Equipment Rental
Retail Trade
Median
Personnal, Rental and Repair
General Commercial
Light Manufacturing
Manufacturing, Small Module
Wholesale, Trade Industry
- Business by Land Use Categories Wholesale Trade Commercial and Automotive Repair were excluded as there is inconsistencies between the Land Use Density Conversion Factors For Long Range Corridor Study San Bernardino and Riverside Counties categorization, and the NAICS Major Group categorization.

Business by Land Use Category (1)
Industrial High Tech/Research
Median
Heavy Manufacturing
General Manufacturing
Warehousing
General Industry
Financial/Insurance/Real Estate
Small Office
Restaurant
Business Services
832
EXHIBIT L-2 Population and Employment Estimates
Sector 2018 2045 Change Employee Conversion
Factor / TSF Change in SF of GFA
Population 1,905,440 2,533,876 628,436 Households
Single-Family 397,407 564,898 167,491 Multi-Family 157,166 247,501 90,335 Totals 554,573 812,399 257,826 Employees
Industrial 169,334 245,915 76,581 1.25 61,489,565 Retail 73,814 86,929 13,115 2.00 6,557,500 Service 308,703 482,958 174,255 2.61 66,735,957 Government/Public Sector 18,569 30,640 12,071 3.53 3,420,665 Totals 570,420 846,442 276,022 138,203,688 Source: SCAG 2020 RTP/SCS; RivCOM
833
EXHIBIT L-3 Trip Generation Rate Comparison
Non-Residential
Employee Growth SF Growth
ITE Median PM
Peak Hour Trips
Per Employee
ITE Median PM Peak
Hour Trips per TSF
Trip Growth
(SFGrowth *
ITEMedian)
Calculated PM
Peak Hour Trips per
Employee
Weighted Median
PM Peak Hour Trips
Per Employee
Median Share PM
Peak Period Pass By
Trips (Retail and
Service Uses)
Adjusted PM Peak
Hour Trips Per
Employee
Industrial 76,581 61,489,565 0.7 0.6 36,894 0.5 0.6 0.6 Retail 13,115 6,557,500 3.3 5.0 32,788 2.5 2.9 37% 1.8 Service 174,255 66,735,957 2.2 5.7 380,395 2.2 2.2 44% 1.2 Government/Public Sector 12,071 3,420,665 3.3 3.2 10,946 0.9 2.1 2.1 276,022 138,203,688 461,022 834
EXHIBIT L-4 Representative ITE Weekday PM Peak Hour Trip Generation Rates

RESIDENTIAL
PM Peak Hour PM Peak Hour
Land Use Category ITE Reference Trip Ends per DU Trip Ends per Residents Single Family Residential
Single Family Detached Housing 210 0.99 0.28
Multi Family
Single-Family Attached Housing 215 0.61 0.44
Multifamily Housing (Low-Rise) Not Close to Rail Transit 220 0.57 0.27 Multifamily Housing (Mid-Rise) Not Close to Rail Transit 221 0.39 0.23 Multifamily Housing (High-Rise) Not Close to Rail Transit 222 0.40 Affordable Housing - Income Limits 223 0.50 0.14
Average 0.49 0.27
Median 0.50 0.25

NON-RESIDENTIAL
PM Peak Hour PM Peak Hour PM Peak Period
Land Use Category ITE Reference Trip Ends per TSF* Trip Ends per Employee*Pass by Trips** Industrial
Intermodal Truck Terminal 30 1.89 0.72
General Light Industry 110 0.80 0.69
Industrial Park 130 0.40 0.42
Manufacturing 140 0.80 0.40
Warehousing 150 0.23 0.68
High-Cube Transload and Short-Term Storage 154 0.17
High-Cube Fulfillment Center Warehouse - Non-Sort 155 0.27 High-Cube Parcel Hib Warehouse 156 0.71
Average 0.66 0.58
Median 0.56 0.68
Retail
Building Materials and Lumber 812 2.65 3.30
Free-Standing Discount Superstore 813 4.39 1.75 29%
Variety Store 814 7.42 12.65 34%
Free-Standing Discount Store 815 5.42 2.36 20%
Hardware/Paint Store 816 1.10 3.77 26%
Nursery (Garden Center) 817 8.37 2.55
Nursery (Wholesale) 818 5.01 0.59
Shopping Center 820 4.09 1.91
Shopping Center (150K to 300K) 820 29%
Shopping Center (300K to 900 K) 820 19%
Shopping Plaza with Supermarket 821 9.72
Shopping Plaza without Supermarket 821 5.40 1.80
Shopping Plaza 821 40%
Strip Retail Plaza 822 13.24 10.15
Factory Outlet Center 823 1.94
Automobile Sales (New) 840 2.65 1.10
Automobile Sales (Used) 841 4.92 2.27
Automobile Parts Sales 843 5.88 4.27 43%
Tire Store 848 3.72 3.05 25%
Supermarket 850 9.19 3.37 24%
Convenience Store 851 53.51 34.33
Convenience Market with Gasoline Pumps 853
Discount Supermarket 854
Discount Club 857 4.62 3.49 34%
Sporting Goods Superstore 861 2.58 0.93
Home Improvement Superstore 862 3.21 42%
Electronics Superstore 863 4.48 40%
Pet Supply Superstore 866 2.19
Book Superstore 868 14.00
Department Store 875 2.81
Apparel Store 876 4.20
Pharmacy/Drugstore without Drive Through Window 880 8.62 53% Pharmacy/Drugstore with Drive Through Window 881 11.23 7.79 49% Marijuana Dispensary 882 24.57
Furniture Store 890 0.70 1.01 53%
Liquor Store 899 17.00 5.98
Gasoline/Service Station 944 28.39 57%
Convenience Store/Gas Station (none) 945 21.31
Convenience Store/Gas Station (9 - 15 vehicle fueling positions) 945 56.38 75% Average 9.54 6.87 38%
Median 4.97 3.30 37%
Service
Data Center 160 0.13
Specialty Trade Contractor 180 2.18 0.80
Movie Theatre 445 14.06 9.56
Health/Fitness Club 492 3.92
Day Care Center 565 11.82 4.66 44%
Hospital 610 0.98 0.33
Nursing Home 620 0.82 0.45
Clinic 630 4.22 2.49
Animal Hospital/Veterinary Clinic 640 3.83 2.26
Free Standing Emergency Room 650 2.24
Small Office Building 712 3.15 1.90
Medical-Dentist Office Building (Stand-Alone) 720 4.79 1.26 Medical-Dentist Office Building (Within/Near Hospital Campus) 720 3.78 1.03 Walk-in Bank 911 26.40 6.18
Drive-in Bank 912 20.92 4.36 35%
Hair Salon 918 1.94
Copy, Print and Express Ship Store 920 12.30 6.63
Fast Casual Restaurant 930 18.57
Fine Dining Restaurant 931 8.28 1.79 44%
High Turnover (Sit-Down) Restaurant 932 16.35 3.66 43%
Fast Food Restaurant with Drive Through 934 50.94 5.45 55% Fast Food Restaurant with Drive Through No Seating 935 31% Coffee/Donut Shop with Drive Through 937 43.65
Coffee/Donut Shop with Drive Through No Seating 938 98% Quick Lube Vehicle Shop 941 9.42 2.17
Automobile Care Center 942 3.51 1.43
Automobile Parts and Service Center 943 2.61 1.80
Wine Tasting Room 970 6.60
Brewery Tap Room 971 10.93
Drinking Place 975 15.53
Average 10.85 3.06 50%
Median 5.70 2.17 44%
Government/Public Sector
Recreational Community Center 495 2.53 2.71
Elementary School 520 4.60
Middle/Junior High School 522 4.83
High School 525 3.32
School District Office 528 2.37 0.84
Private School (K-8) 530 5.72
Private School (K-12) 532 2.82
Private High School 534 2.49
Charter Elementary School 536 10.64
Charter School (K-12) 538 10.66
Junior/Community College 540 1.63
University/College 550 0.81
Adult Detention Facility 571 0.94 0.51
Library 590 8.53 6.81
Government Office Building 730 3.19 0.91
State Motor Vehicles Department 731 7.68 4.27
Post Office 732 15.11 3.29
Average 5.76 3.93
Median 3.19 3.29
Notes:
* - Average weekday PM peak hour of generator trip end data derived from ITE Trip Generation Manual (11th Edition), September 2021 ** - Average weekday PM peak pass-by trip rates derived from ITE Trip Generation Manual (11th Edition), September 2021 835

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-5
Land Use Density Conversion Factors for the Long-Range Corridor Study San Bernardino and Riverside Counties, Table 8
Cordoba Corporation/Parsons Brinckerhoff Quade and Douglas, Inc. (PBQD), August 20, 1990.

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WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-6
Orange County Subarea Modeling Guidelines Manual, Appendix C Orange County Transportation Authority (OCTA)
June 2001

838

839

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-7
Employment Density Study, Table IIB
Southern California, October 31, 2001

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THE NATELSON COMPANY, INC.

Summary Report - Page 4
Employment Density Study
Table II-A
Derivation of Square Feet per Employee Based on:
--MEDIAN EMPLOYEES PER ACRE
--MEDIAN FAR
Land Use Category
Los
An
geles Oran ge Riverside
San
Bernardino Ventura Im perial Re gion
Regional Retail -- 2,322 165 1,392 990 -- 1,023
Other Retail/Svc. 730 450 1,148 432 412 796 585
Low-Rise Office 471 352 598 1,014 659 415 466
High-Rise Office 377 235 -- -- -- -- 300
Hotel/Motel 1,179 -- 5,273 1,747 -- 808 1,804
R & D/Flex Space 1,717 511 1,121 1,833 277 -- 527
Light Manufacturing 1,214 786 2,221 1,538 202 2,230 924 Heavy Manufacuring -- -- -- -- -- -- --
Warehouse 1,518 1,350 819 2,111 149 3,257 1,225
Government Offices 2,182 408 1,475 851 120 407 672
Table II-B
Derivation of Square Feet per Employee Based on:
--AVERAGE EMPLOYEES PER ACRE
--AVERAGE FAR
Land Use Category
Los
An
geles Oran ge Riverside
San
Bernardino Ventura Im perial Re gion
Regional Retail -- 704 268 1,009 1,165 -- 857
Other Retail/Svc. 424 325 629 124 271 255 344
Low-Rise Office 319 287 481 697 389 632 288
High-Rise Office 440 218 -- -- -- -- 311
Hotel/Motel -- -- 3,476 2,544 -- 311 1,152
R & D/Flex Space 1,796 466 867 834 269 -- 344
Light Manufacturing 829 558 1,548 705 189 994 439
Heavy Manufacuring -- -- -- -- -- -- --
Warehouse 1,518 979 581 1,195 131 450 814
Government Offices 1,442 206 208 188 94 322 261
Notes:
"--" = Data not available.

S
quare Feet per Employee
Square Feet per Employee

841

WRCOG Adopted by WRCOG Executive Committee
TUMF Nexus Study – 2024 Program Update September 9, 2024 EXHIBIT L-8
General Plan, As Amended December 15, 2015.

Appendix E: Socioeconomic Build-Out Projections Assumptions & Methodology, Table E-5
County of Riverside, 2015

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County of Riverside General Plan
Socioeconomic Build-out Assumptions and Methodology
Appendix E-1 Page 3
December 8, 2015 County of Riverside General Plan
Table E-3: Net Parcel Acre Factors
Land Use Designation Net Parcel Area
Commercial Retail (CR) 0.75
Commercial Tourist (CT) 0.75
Commercial Office (CO) 0.75
Light Industrial (LI) 0.80
Heavy Industrial (HI) 0.75
Business Park (BP) 0.75
Net Parcel Square Feet: To convert net acres to net square feet, net acres are multiplied by 43,560 feet per acre.

For example, 50 net acres of Commercial Office (66.66 gross acres) equals 2,178,000 net square feet.

Floor Area Ratio (FAR): Floor Area Ratio, or FAR, indicates the ratio of gross building square footage permitted on a parcel to net square footage of the parcel. FAR's for Commercial, Industrial and Business Park land uses are identified, in Table E-4, below. See General Plan Glossary for full definition of FAR.

Table E-4: Development FAR Factors
Land Use Designation
FAR
Minimum Probable* Maximum
Commercial Retail (CR) 0.20 0.23 0.35
Commercial Tourist (CT) 0.20 0.25 0.35
Commercial Office (CO) 0.25 0.35 1.00
Light Industrial (LI) 0.25 0.38 0.60
Heavy Industrial (HI) 0.15 0.40 0.50
Business Park (BP) 0.25 0.30 0.60
*Factor used for theoretical planning estimates.

Building Square Footage: Building square footage for the land use designations listed in the table above are calculated by multiplying the Net Square Feet of each land use designation by the corresponding FAR. For instance, 20,000 square feet of Commercial Retail with an FAR of 0.23 would yield 4,600 square feet of building space.

Square Feet (SF)/Employee Factor: This factor indicates the number of employees typically associated with a given amount of square feet of building space per employee . It is used to estimate the number of jobs resulting for a given land use designation. These factors for the commercial land use designations are listed in Table E- 5 below.

Table E-5: Commercial Employment Factors
Land Use Designation SF/Employee
Commercial Retail (CR)* 500
Commercial Tourist (CT) 500
Commercial Office (CO) 300
Light Industrial (LI) 1,030
Heavy Industrial (HI) 1,500
Business Park (BP) 600
*It is assumed that CR designated lands will build out at 40% CR and 60% MDR.

Employment: Employment for commercial, industrial, and business park land uses is calculated by dividing the total number of building square feet by the SF/Employee factor. For example, 300,000 square feet of commercial office building space would yield 1,000 employees.
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RESOLUTION NO. 25-__

A RESOLUTION OF THE CITY COUNCIL OF THE CITY COUNCIL OF THE CITY OF EASTVALE

AMENDING THE APPLICABLE TRANSPORTATION UNIFORM MITIGATION FEE (TUMF)

APPLICABLE TO ALL DEVELOPMENTS IN EASTVALE
WHEREAS, the City of Eastvale (“City”) is a member agency of the Western Riverside Council of Governments (“WRCOG”), a joint powers agency comprised of the County of Riverside and seventeen cities located in Western Riverside County; and WHEREAS, the member agencies of WRCOG recognized that there was insufficient funding to address the impacts of new development on the regional system of highways and arterials in Western Riverside County (the “Regional System”); and WHEREAS, in order to address this shortfall, the member agencies formulated a plan whereby a transportation mitigation fee would be assessed on new development and would be used to fund the necessary improvements for the Regional System; and WHEREAS, in furtherance of this plan, the WRCOG Executive Committee adopted the “Western Riverside County Transportation Uniform Fee Nexus Study”, dated October 18, 2002 (the “2002 Nexus Study”); and
WHEREAS, based on the 2002 Nexus Study, the County of Riverside adopted Ordinance No. 824 (the “TUMF Ordinance”) pursuant to California Government Code sections 66000 et seq. authorizing the County to impose the Transportation Uniform Mitigation Fee (“TUMF”) upon new development within the unincorporated county, including the area encompassing what is now the City of Eastvale. The TUMF Ordinance is now codified in Chapter 4.72 of the Eastvale Municipal Code; and
WHEREAS, in 2016, the TUMF Nexus Study (“2016 Nexus Study”) was updated for the purpose of updating the fees. On July 10, 2017, the WRCOG Executive Committee reviewed the 2016 Nexus Study and TUMF Program and recommended TUMF Participating Jurisdictions amend their applicable TUMF ordinances to reflect changes in the TUMF network and the cost of construction in order to update the TUMF Program; and WHEREAS, on October 11, 2017, the City adopted Ordinance No. 2017-05 which adopted the 2016 Nexus Study and updated the TUMF; and
WHEREAS, in 2018, the TUMF Program was altered to adopt a process in which WRCOG calculates and collects TUMF on behalf of member agencies under the Western Riverside County Transportation Uniform Mitigation Fee Program Ordinance of 2018; and WHEREAS, the City adopted Ordinance No. 2018-14 on December 12, 2018, allowing WRCOG to calculate and collect TUMF on behalf of the City; and WHEREAS, WRCOG, with the assistance of TUMF Participating Jurisdictions, has 844
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prepared an updated nexus study entitled “Transportation Uniform Mitigation Fee Nexus Study: 2024 Update” (“2024 Nexus Study”) pursuant to California Government Code sections 66000 et seq. (the Mitigation Fee Act), for the purpose of updating the fees. On September 9, 2024, the WRCOG Executive Committee reviewed the 2024 Nexus Study and TUMF Program and recommended TUMF Participating Jurisdictions amend their applicable TUMF ordinances to reflect changes in the TUMF network and the cost of construction in order to update the TUMF Program.

WHEREAS, consistent with its previous findings made in the adoption of Ordinance No. 2017-05, the City Council has been informed and advised, and hereby finds, that if the capacity of the Regional System is not enlarged and unless development contributes to the cost of improving the Regional System, the result will be substantial traffic congestion in all parts of Western Riverside County, with unacceptable Levels of Service. Furthermore, the failure to mitigate growing traffic impacts on the Regional System will substantially impair the ability of public safety services (police and fire) to respond and, thus, adversely affect the public health, safety and welfare. Therefore, continuation of a TUMF Program is essential.

WHEREAS, the City Council finds and determines that there is a reasonable and rational relationship between the use of the TUMF and the type of development projects on which the fees are imposed because the fees will be used to construct the transportation improvements that are necessary for the safety, health and welfare of the residential and non-residential users of the development in which the TUMF will be levied.

WHEREAS, the City Council finds and determines that there is a reasonable and rational relationship between the need for the improvements to the Regional System and the type of development projects on which the TUMF is imposed because it will be necessary for the residential and non-residential users of such projects to have access to the Regional system.

Such development will benefit from the Regional System improvements and the burden of such developments will be mitigated in part by payment of the TUMF.

WHEREAS, the City Council finds and determines that the cost estimates set forth in the new 2024 Nexus Study are reasonable cost estimates for constructing the Regional System improvements and the facilities that compromise the Regional System, and that the amount of the TUMF expected to be generated by new development will not exceed the total fair share cost to such development.

WHEREAS, the fees collected pursuant to TUMF Ordinance shall be used to help pay for the design, planning, construction of and real acquisition for the Regional System improvements and its facilities as identified in the 2024 Nexus Study. The need for the improvements and facilities is related to new development because such development results in additional traffic and creates the demand for the improvements.

WHEREAS, by notice duly given and published, the City Council set the time and place for a public hearing on the 2024 Nexus Study and the fees proposed thereunder and at least ten (10) days prior to this hearing, the City Council made the 2024 Nexus Study available to the 845
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public.

WHEREAS, at the time and place set for the hearing, the City Council duly considered data and information provided by the public relative to the cost of the improvements and facilities for which the fees are proposed and all other comments, whether written or oral, submitted prior to the conclusion of the hearing.

WHEREAS, the City Council finds that the 2024 Nexus Study proposes a fair and equitable method for distributing a portion of the unfunded costs of improvements and facilities to the Regional system.

WHEREAS, Section 4.72.040, Subsection C of the TUMF Ordinance authorizes periodic review and adjustment to the applicable TUMF in accordance with any adjustments made by the WRCOG Executive Committee; and
WHEREAS, the fees collected pursuant to this Resolution shall be used to finance the public facilities described or identified in the Nexus Study; and WHEREAS, the levying of TUMF has been reviewed by the City Council and staff in accordance with the California Environmental Quality Act (“CEQA”) and the CEQA Guidelines and it has been determined that the adoption of this ordinance is exempt from CEQA pursuant to Section 15061(b)(3) of the CEQA Guidelines.

NOW, THEREFORE, the City Council of the City of Eastvale does resolve as follows:

SECTION 1. Findings. The recitals set forth above are hereby adopted as findings in support of this Resolution. In addition, the City Council re-adopts the findings contained in Section 4.72.020 of the TUMF Ordinance, as amended by Ordinance No. [INSERT ORDINANCE NUMBER] in support of the adjusted TUMF contained herein.

SECTION 2. TUMF Schedule. In accordance with Section 4.72.040, Subsection C of the TUMF Ordinance, there is hereby adopted the following fee schedule for the TUMF which replaces the fee schedule set forth in Section 2 of Resolution No. 17-64 in its entirety as of April 1, 2025, provided that the fee for retail commercial projects shall go into effect upon the Effective Date set forth in Section 5, below:

A. There is hereby adopted the following TUMF schedule:
(1) $12,380 per single family residential unit 1,800 square feet or less (2) $13,927 per single family residential unit between 1,801 and 2,300 square feet
(3) $15,476 per single family residential unit between 2,301 and 2,700 square feet
(4) $19,344 per single family residential unit greater than 2,700 square feet (2) $7,816 per multi-family residential unit
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(3) $2.33 per square foot of an industrial project
(4) $7.72 per square foot of a retail commercial project (5) $4.89 per square foot of a service commercial project (6) $2.45 per square foot of a service Class A and B Office SECTION 3. Adoption of 2024 Nexus Study. The City Council hereby adopts the 2024 Nexus Study and its findings. The 2024 Nexus Study is attached to Ordinance No. [INSERT ORDINANCE NUMBER] and incorporated herein by reference.

SECTION 4. CEQA Findings. The City Council hereby finds that in accordance with the California Environmental Quality Act (“CEQA”) and the CEQA Guidelines the adoption of this Resolution is exempt from CEQA pursuant to Section 15061(b)(3).

SECTION 5. Effective Date. This Resolution shall become effective on April 1, 2025.

PASSED, APPROVED AND ADOPTED this 8th day of January, 2025. __________________________________
Michael McMinn
Mayor
APPROVED AS TO FORM: ATTEST:
_____________________________ ____________________________________ Erica Vega Marc A. Donohue, MMC
City Attorney City Clerk
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