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TR9701-SY 980218 (2)Irving and Coppell Belt Line Road / Denton Tap Road Performed for Dallas County City of Coppell City of Irving February 18, 1998 Sverdrup Appendix B Software Input Values Northern Software Input Values AM Peak Hour Parkway Boulevard & Denton Tap Road November 6, 1997 Volume Worksheet M EA N1 41 F1 L9 S M D ® LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 40 149 215 300 413 43 383 374 122 46 1604 66 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 44 166 239 333 459 48 426 416 136 51 1782 73 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 00 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 44 425 0 333 532 0 439 416 136 51 2040 0 Lane and S atura t ed Flow Worksheet 12 12 12 12 12 12 12 12 12 12 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 0 � 0 I 0 N E 0 E ® ai H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 1 2 0 2 1 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 911 0 986 0 850 0 994 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3394 1770 3673 3539 1863 1583 1770 5555 Frt Perm. 0 911 0 986 0 850 0 994 Flt Perm. 0 313 0.200 0 082 0.221 Satd Flow (perm) 583 3394 373 3673 305 1863 1583 412 5555 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Sandy Lake Road & Denton Tap Road November 6, 1997 Volume Worksheet M ® N 51- ❑ LS S 21 La ® D a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 87 194 152 384 166 9 72 416 38 77 1603 39 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 97 216 169 427 184 10 80 462 42 86 1781 43 Lane Util Factor 1 00 1 00 1 00 1 03 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 97 216 169 440 184 10 80 554 0 86 2006 0 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type D®ODOD®DE 0 950 0 950 1770 1863 1583 3539 1863 1583 1770 5521 0 850 0 850 0 988 ®DH) 0 210 0 082 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 2 1 1 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No No No Yes No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 988 0 997 0 950 1770 5571 0 997 0 280 522 5571 0 950 0 950 0 950 1770 1863 1583 3539 1863 1583 1770 5521 0 850 0 850 0 988 0 549 0 210 0 082 1023 1863 1583 782 1863 1583 153 5521 Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Bethel School Road & Denton Tap Road November 6, 1997 Volume Worksheet Pq ® I LO El 111 F D La ® D ❑ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 60 79 189 329 22 58 45 671 63 95 2650 24 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 67 88 210 366 24 64 50 746 70 106 2944 27 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 365 0 0 454 0 50 898 0 106 3268 0 Lane and Saturated Flow Worksheet 21 ® Fil 21 E n E a E ® LD Rj EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Frt Perm. Yes Yes Yes No 0 999 Yes No 0.273 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 822 0 881 0 987 0 999 Flt Protected 0 991 0 961 0 950 0 950 _ Satd Flow (prot) 1517 1577 1770 5516 1770 5583 Frt Perm. 0 822 0 881 0 987 0 999 Flt Perm 0 790 0.273 0 080 0 136 Satd Flow (perm) 1210 "475 149 5516 253 5583 Area Type Other User Entered Value Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Bethel Road & Denton Tap Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 78 2 87 57 8 27 41 711 30 14 2843 275 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 87 2 97 63 9 30 46 790 33 16 3159 306 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 186 0 63 9 30 46 905 0 16 3812 0 Lane and Saturated Flow Worksheet ® fil ❑'` D rq EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 830 0 850 0 994 0 987 Flt Protected 0 977 0 950 0 950 0 950 Satd Flow (prot) 1511 1770 1863 1583 1770 5555 1770 5516 Frt Perm. 0 830 0 850 0 994 0 987 Flt Perm. 0 955 0 489 0 049 0 174 Satd Flow (perm) 1477 911 1863 1583 91 5555 324 5516 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Southwestern Boulevard & Denton Tap Road LEI ® a] LO E November 6, 1997 Volume Worksheet M E ® M Ej EBL EBT EBR WBL WBT WBR NBL NBT NBR a] 21 EJ LS F 21 F (� 1E 1 1 ED 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 95 105 74 521 90 83 41 522 80 213 2198 126 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 106 117 82 579 100 92 46 580 89 237 2442 140 Lane Util. Factor 1 00 1 05 1 05 1 03 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 106 209 0 596 100 92 46 736 0 237 2840 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 LEI ® a] LO E N E M E ® M Ej EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 2 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 938 0 850 0 980 0 992 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3495 3539 1863 1583 1770 5476 1770 5544 Frt Perm. 0 938 0 850 0 980 0 992 Flt Perm. 0 702 0 345 0 078 0 198 Satd Flow (perm) 1308 3495 1285 1863 1583 145 5476 369 5544 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Airline Drive & B elt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet 5 d] D [D M EBL EBR NBL NBT SBT SBR 11 6 31 607 2564 230 090 090 090 090 090 090 12 7 34 674 2849 256 100 100 100 110 110 100 12 7 34 741 3134 256 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0 850 0 850 0 950 0 950 1770 1583 1770 5588 5588 1583 0 850 0 850 0 950 0 066 1770 1583 123 5588 5588 1583 Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page I d] D [D M EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0 850 0 850 0 950 0 950 1770 1583 1770 5588 5588 1583 0 850 0 850 0 950 0 066 1770 1583 123 5588 5588 1583 Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page I Wrang Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util. Factor Lane Group Flow (vph) 0 0 El 0 F I 0 EBL EBR NBL NBT SBT SBR 183 88 67 558 2689 210 090 090 090 090 090 090 203 98 74 620 2988 233 100 100 100 110 110 110 203 98 74 682 3543 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 a] 61 Ln W a] EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 989 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5527 Frt Perm. 0 850 0 989 Flt Perm. 0 950 0 051 Satd Flow (perm) 1770 1583 95 5588 5527 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Lakeshore Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet D D D D a] EBL EBR NBL NBT SBT SBR 5 6 27 730 3011 2 090 090 090 090 090 090 6 7 30 811 3346 2 100 100 100 110 110 110 6 7 30 892 3683 0 Lane and Saturated Flow Worksheet Grade ( %) D D D D D H1 2% EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No 0 950 Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5588 Frt Perm. 0 850 Flt Perm. 0 950 0 048 Satd Flow (perm) 1770 1583 89 5588 5588 Area Type Other C Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 IH 635 WBFR & Belt Line Road November 6, 1997 Volume Worksheet D ® d] 23 El [19 H) LD 13 L3 LD EJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 361 1 111 54 464 0 0 2203 166 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 401 1 123 60 516 0 0 2448 184 Lane Util Factor 1 00 1 00 1 00 1 05 1 05 1 00 1 00 1 10 1 10 1 10 1 10 1 10 Lane Group Flow (vph) 0 0 0 211 211 123 60 568 0 0 2895 0 Lane and Saturated Flow Worksheet Ltj ® 0 Io 0 0 H1 1 1 - 10 0 LD El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 1 1 1 1 3 0 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 989 Flt Protected 0 950 0 953 0 950 Satd Flow (prot) 1770 1775 1583 1770 5588 5527 Frt Perm. 0 850 0 989 Flt Perm 0 950 0 953 0 061 Satd Flow (perm) 1770 1775 1583 114 5588 5527 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 IH 635 EBFR & Belt Line Road November 6 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane LIN Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet a a] 21 E L�j E 1 2D [a L�g [.1 R1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 120 5 513 0 0 0 0 596 300 667 2747 0 090 090 090 090 090 090 090 090 090 090 090 090 133 6 570 0 0 0 0 662 333 741 3052 0 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 03 1 10 1 10 0 139 570 0 0 0 0 728 333 763 3357 0 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected ® a] 21 E L9 H1 M La L3 L11 H3 5588 1583 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 0 0 0 3 1 2 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes Yes No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 954 0 950 Satd Flow (prot) 1777 1583 5588 1583 3539 5588 Frt Perm. 0 850 0 850 Flt Perm 0 954 0 170 Satd Flow (perm) 1777 1583 5588 1583 633 5588 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Regent Boulevard & Belt Line Road 0 850 0 950 3539 1770 5588 1583 November 6, 1997 Volume Worksheet 0 673 745 5588 1583 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT ® a] Lij Ej L9 L: j 1 2 - 0 1 La ® a] El 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 35 47 17 4 17 60 148 574 17 565 1628 166 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 39 52 19 4 19 67 164 638 19 628 1809 184 Lane Util Factor 1 03 105 1 00 1 00 1 05 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 40 55 19 4 20 67 164 723 0 628 1990 184 Lane and Sat urated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Fit Perm. Satd Flow (perm) Area Type 0 850 0 850 0 996 0 850 0 950 3539 1770 5588 1583 0 850 0 400 0 673 745 5588 1583 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2 2 1 1 2 1 1 3 0 1 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No No No Yes No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 996 0 950 0 850 0 950 3539 1770 5588 1583 0 850 0 400 0 673 745 5588 1583 0 950 0 950 0 950 3539 3725 1583 1770 3725 1583 1770 5566 0 850 0 850 0 996 0 673 0 610 0 571 2507 3725 1583 1136 3725 1583 1064 5566 Other Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 Royal Lane & Belt Line Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 1 0 3 235 3 75 27 978 0 0 2169 3 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 1 0 3 261 3 83 30 1087 0 0 2410 3 Lane Util Factor 1 00 1 00 1 00 1 03 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 1 0 3 269 86 0 30 1196 0 0 2651 3 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% LA LS E M 2% H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 0 1 2 1 0 1 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 1583 No No 160 Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 2% 0 0 0 0 0 850 5588 1583 0 850 5588 1583 Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 0% 0% 0% 2% 2% 2% 0 0 0 0 0 0 0 0 0 850 0 855 0 950 0 950 0 950 1770 1583 3539 1593 1770 5588 0 850 0 855 0 612 0 952 0 086 1140 1583 3547 1593 160 5588 Other 0% 2% 0 0 0 0 0 850 5588 1583 0 850 5588 1583 Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 114 WBFR November 6, 1997 Volume Worksheet NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Volume (vph) 410 1332 0 0 2248 39 0 0 0 56 37 434 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 456 1480 0 0 2498 43 0 0 0 62 41 482 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 456 1628 0 0 2748 43 0 0 0 62 41 482 Lane and Saturated Flow Worksheet (� NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lanes 1 3 0 0 3 1 0 0 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes No Yes Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 5588 5588 1583 1770 1863 1583 Frt Perm. 0 850 0 850 Flt Perm 0 063 0 950 Satd Flow (perm) 117 5588 5588 1583 1770 1863 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 SH 114 EBFR & Belt Line Road November 6 1997 Volume Worksheet D L a L� � H) 2 11 WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Volume (vph) 0 0 0 0 1391 79 803 1446 0 247 6 202 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 0 1546 88 892 1607 0 274 7 224 Lane Util Factor 1 00 1 00 1 00 1 15 1 15 1 00 1 00 1 15 1 15 1 10 1 10 1 10 Lane Group Flow (vph) 0 0 0 0 1778 88 892 1848 0 194 187 174 Lane and Saturated Flow Worksheet WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Lanes 0 0 0 0 4 1 1 4 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 942 0 850 Flt Protected 0 950 0 950 0 972 Satd Flow (prot) 7451 1583 1770 7451 1770 1706 1583 Frt Perm 0 850 0 942 0 850 Flt Perm. 0 148 0 950 0 972 Satd Flow (perm) 7451 1583 276 7451 1770 1706 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Northern Software Input Values Off -Peak Parkway Boulevard & Denton Tap Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 47 189 281 119 90 59 176 438 186 32 349 43 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 52 210 312 132 100 66 196 487 207 36 388 48 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 00 1 05 1 00 100 1 10 1 10 Lane Group Flow (vph) 52 549 0 132 174 0 196 511 207 36 480 0 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 0 983 Yes No Yes No 0 950 No No 0 950 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 910 0 940 0 850 0 983 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3390 1770 3502 1770 3725 1583 1770 5493 Frt Perm 0 910 0 940 0 850 0 983 Flt Perm. 0 619 0 190 0 359 0 303 Satd Flow (perm) 1153 3390 354 3502 669 3725 1583 564 5493 Area Type. Other Synchro 3 Report P 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page 1 Sa L ake Road & D enton Tap Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) M © 51 a E L�J E M a [3 LD LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 81 66 83 121 68 39 94 418 90 116 368 32 0 90 090 090 090 090 0 90 090 090 090 090 090 090 90 73 92 134 76 43 104 464 100 129 409 36 1 00 1 00 1 00 1 03 1 00 1 00 1 00 110 110 1 00 1 10 110 90 73 92 138 76 43 104 620 0 129 490 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page I 0 0 a] a E D S] 0 3 ® LD H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 2 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 973 0 988 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1863 1583 3539 1863 1583 1770 5437 1770 5521 Frt Perm. 0 850 0 850 0 973 0 988 Flt Perm. 0 499 0 504 0 309 0.241 Satd Flow (perm) 930 1863 1583 1878 1863 1583 576 5437 449 5521 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page I Bethel School Road & Denton Tap Road ® November 6, 1997 Volume Worksheet M La [D HJ EBL EBT EBR WBL WBT WBR NBL [❑ ® aI Fr] a L9 HJ M ❑ ® LD 21 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 74 51 59 104 46 125 72 755 89 104 660 79 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 82 57 66 116 51 139 80 839 99 116 733 88 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 205 0 0 306 0 80 1032 0 116 903 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P• \01 3776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 ® M La [D HJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 857 0 839 0 984 0 984 Flt Protected 0 980 0 981 0 950 0 950 Satd Flow (prot) 1564 1533 1770 5499 1770 5499 Frt Perm. 0 857 0 839 0 984 0 984 Flt Perm 0 687 0 755 0.220 0 158 Satd Flow (perm) 1097 1180 410 5499 294 5499 Area Type Other Synchro 3 Report P• \01 3776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 Bethel Road & Denton Tap Road November 6, 1997 Volume Worksheet D ® a] Fcl 0 L9 0 D 0 L3 11 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR I -- Volume (vph) 103 4 53 13 6 22 40 805 22 17 717 75 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 114 4 59 14 7 24 44 894 24 19 797 83 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 177 0 14 7 24 44 1009 0 19 968 0 Lane and Saturated Flow Worksheet �fl ® D L 0% 0% Heavy Vehicles ( %) 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No 0 950 No No 1543 Yes No 1583 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 855 0 850 0 996 0 986 Flt Protected 0 969 0 950 0 950 0 950 Satd Flow (prot) 1543 1770 1863 1583 1770 5566 1770 5510 Frt Perm. 0 855 0 850 0 996 0 986 Flt Perm 0 945 0 621 0 134 0 141 Satd Flow (perm) 1505 1157 1863 1583 250 5566 263 5510 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF \OFFPK005 SY5 , Unknown Page 1 Southwestern Boulevard & Denton Tap Road Novembe 6, 1997 Volume Worksheet �- a©oaaL 19 F1 Mo®11 H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 55 49 24 140 45 96 32 708 129 135 455 3 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 61 54 27 156 50 107 36 787 143 150 506 3 Lane Util Factor 1 00 1 05 1 05 1 03 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 61 85 0 161 50 107 36 1023 0 150 560 0 Lane and Saturated Flow Worksheet IJ © N1 0 0 I 0 ® 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 2 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 951 0 850 0 977 0 999 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3543 3539 1863 1583 1770 5460 1770 5583 Frt Perm. 0 951 0 850 0 977 0 999 Flt Perm. 0 539 0 503 0 321 0 108 Satd Flow (perm) 1004 3543 1874 1863 1583 598 5460 201 5583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK , Unknown Page 1 Airline Drive & Belt Line Road N 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet a El 0 0 R EBL EBR NBL NB SB S 40 56 16 880 722 42 090 090 090 090 090 090 44 62 18 978 802 47 100 100 100 110 110 100 44 62 18 1076 882 47 Lane and Saturated Flow Worksheet Grade ( %) 0% d) S] M M D Heavy Vehicles ( %) EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5588 1583 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 177 Satd Flow (perm) 1770 1583 330 5588 5588 1583 Area Type Other Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 Wrangler Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet Lfl a] KI rq ID EBL EBR NBL NBT SBT SBR 62 25 23 748 622 56 090 090 090 090 090 090 69 28 26 831 691 62 100 100 100 110 110 110 69 28 26 914 828 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 Lfl a] KI rq ID H1 EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 988 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5521 Frt Perm 0 850 0 988 Flt Perm. 0 950 0 188 Satd Flow (perm) 1770 1583 350 5588 5521 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 Lakeshore Drive & Belt Line Road November 6, 1997 Volume Worksheet r EBL EBR NBL NBT SBT SBR Volume (vph) 0 11 12 767 704 1 Peak Hour Factor 090 090 090 090 090 090 Adj. Flow (vph) 0 12 13 852 782 1 Lane Util. Factor 1 00 1 00 1 00 1 10 1 10 1 10 Lane Group Flow (vph) 0 12 13 937 861 0 Lane and Saturated Flow Worksheet EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5588 Frt Perm 0 850 Flt Perm. 0 950 0 185 Satd Flow (perm) 1770 1583 345 5588 5588 Area Type Other Synchro 3 Report P 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page 1 IH 635 WBFR & Belt Line Road LD ® d] [B E 0 E November 6, 1997 Volume Worksheet ® 11 H1 0 950 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 1 1 1 1 3 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 211 3 141 87 470 0 0 420 97 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 234 3 157 97 522 0 0 467 108 Lane Util Factor 1 00 1 00 1 00 1 05 1 05 1 00 1 00 1 10 1 10 1 10 1 10 1 10 Lane Group Flow (vph) 0 0 0 124 125 157 97 574 0 0 633 0 Lane and Saturated Flow Worksheet Flt Protected LD ® d] [B E 0 E D E ® 11 H1 0 950 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 1 1 1 1 3 0 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 972 Flt Protected 0 950 0 953 0 950 _ Satd Flow (prot) 1770 1775 1583 1770 5588 5432 Fri: Perm 0 850 0 972 Flt Perm. 0 950 0 953 0 250 Satd Flow (perm) 1770 1775 1583 466 5588 5432 Area Type Other Synchro 3 Report P-\O 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page I IH 635 EBFR & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane LIM Factor Lane Group Flow (vph) 0 ® 11 D 0 0 E 0 0 ® 0 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 63 2 77 0 0 0 0 609 253 122 605 0 090 090 090 090 090 090 090 090 090 090 090 090 70 2 86 0 0 0 0 677 281 136 672 0 1 05 1 05 1 05 1 00 1 00 1 00 110 1 10 1 00 1 03 110 110 74 92 0 0 0 0 0 745 281 140 739 0 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Ltj a a] 21 E N S] M Li� ® LD H1 0 950 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 0 0 0 3 1 2 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes Yes No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 853 Flt Protected 0 950 Satd Flow (prot) 1770 1589 Frt Perm. 0 853 Fit Perm. 0 950 Satd Flow (perm) 1770 1589 Area Type Other 0 850 0 950 5588 1583 3539 5588 0 850 0 211 5588 1583 786 5588 Synchro 3 Report P 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page 1 Regent Boulevard & Belt Line Road November 6, 1997 Volume Worksheet Pq ® N1 41 F1 L9 H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 61 16 49 21 8 185 26 557 15 111 492 51 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 68 18 54 23 9 206 29 619 17 123 547 57 Lane Util Factor 1 03 1 05 1 00 1 00 1 05 1 00 1 00 1 10 1 10 100 1 10 1 00 Lane Group Flow (vph) 70 19 54 23 9 206 29 700 0 123 602 57 Lane and Saturated Flow Worksheet 0 ® a] 21 0 0 0 L!_1 E [3 a] E EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 1 1 2 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 996 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 3539 3725 1583 1770 3725 1583 1770 5566 1770 5588 1583 Frt Perm 0 850 0 850 0 996 0 850 Flt Perm. 0 618 0 600 0 302 0.213 Satd Flow (perm) 2302 3725 1583 1118 3725 1583 563 5566 397 5588 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page 1 Royal Lane & Belt Line Road November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet M © a a H a E M E ® [D F1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 5 0 12 286 3 56 5 652 171 0 795 4 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 6 0 13 318 3 62 6 724 190 0 883 4 Lane Util Factor 1 00 1 00 1 00 1 03 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 6 0 13 328 65 0 6 1005 0 0 971 4 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page I O® D D O OFill D 0 L9 M 2J EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 0 1 2 1 0 1 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 857 0 969 0 850 Flt Protected 0 950 0 950 0 950 Satd. Flow (prot) 1770 1583 3539 1596 1770 5415 5588 1583 Frt Perm. 0 850 0 857 0 969 0 850 Flt Perm. 0 773 0 952 0 140 Satd Flow (perm) 1440 1583 3547 1596 261 5415 5588 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page I Belt Line Road & SH 114 WBFR November 6, 1997 Volume Worksheet D O D 0 0 0 0 0 0® 0 0 NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Volume (vph) 314 622 0 0 808 69 0 0 0 67 21 254 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 349 691 0 0 898 77 0 0 0 74 23 282 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 349 760 0 0 988 77 0 0 0 74 23 282 Lane and Saturated Flow Worksheet LD F& 0 F11 a L r 2 ;5 , q 11 ® S] 0 NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lanes 1 3 0 0 3 1 0 0 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes No Yes Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 5588 5588 1583 1770 1863 1583 Frt Perm. 0 850 0 850 Flt Perm. 0 118 0 950 Satd Flow (perm) 220 5588 5588 1583 1770 1863 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 SH 114 EBFR & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util Factor Lane Group Flow (vph) D 0 0 0 M Z® La 0 0 0 0 0 WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER 0 0 0 0 797 65 325 590 0 97 6 256 090 090 090 090 090 090 090 090 090 090 090 090 0 0 0 0 886 72 361 656 0 108 7 284 100 100 100 115 115 100 100 115 115 110 110 110 0 0 0 0 1019 72 361 754 0 119 164 156 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type Other 0 850 0 950 7451 1583 1770 7451 0 850 0 160 7451 1583 298 7451 0 857 0 850 LS 5 La L!9 LD fl f u� 2_ E 0 950 WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Lanes 0 0 0 0 4 1 1 4 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type Other 0 850 0 950 7451 1583 1770 7451 0 850 0 160 7451 1583 298 7451 Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF\OFFPK005.SY5 , Unknown Page I 0 857 0 850 0 950 1770 1596 1583 0 857 0 850 0 950 1770 1596 1583 Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF\OFFPK005.SY5 , Unknown Page I Northern Software Input Values PM Peak Hour Parkway Boulevard & Denton Tap Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet ® a] 0 1:...! 0 H) M E L F-U M 0 LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 57 99 128 178 78 190 139 1655 337 103 508 48 090 090 090 090 090 090 090 090 090 090 090 090 63 110 142 198 87 211 154 1839 374 114 564 53 1 00 1 05 1 05 1 00 1 05 1 05 1 00 1 05 1 00 1 00 110 1 10 63 265 0 198 313 0 154 1931 374 114 678 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 ® d] LB 0 IN E M [a ® LD El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 1 2 0 1 2 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 916 0 894 0 850 0 987 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3413 1770 3331 1770 3725 1583 1770 5516 Frt Perm. 0 916 0 894 0 850 0 987 Flt Perm. 0 382 0.286 0 218 0 091 Satd. Flow (perm) 712 3413 533 3331 406 3725 1583 170 5516 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Sandy Lake Road & Denton Tap Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 L�j H1 LU La L3 LD H1 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 174 171 76 149 136 43 166 1162 130 113 317 9 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 193 190 84 166 151 48 184 1291 144 126 352 10 Lane Util Factor 1 00 1 00 1 00 1 03 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 193 190 84 171 151 48 184 1578 0 126 398 0 Lane and Saturated Fl Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Fit Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0 850 0 850 0 985 0 996 0 950 1770 5566 0 996 0 125 233 5566 0 950 0 950 0 950 1770 1863 1583 3539 1863 1583 1770 5504 0 850 0 850 0 985 0 332 0 459 0 353 618 1863 1583 1710 1863 1583 658 5504 Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 2 1 1 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No No No Yes No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 985 0 996 0 950 1770 5566 0 996 0 125 233 5566 0 950 0 950 0 950 1770 1863 1583 3539 1863 1583 1770 5504 0 850 0 850 0 985 0 332 0 459 0 353 618 1863 1583 1710 1863 1583 658 5504 Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Bethel School Road & Denton Tap Road November 6, 1997 Volume Worksheet Pf I ®LilCDL9 H1 MLa LD H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 92 49 81 116 68 138 158 2213 215 75 701 72 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 102 54 90 129 76 153 176 2459 239 83 779 80 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 246 0 0 358 0 176 2968 0 83 945 0 Lane and Saturated Flow Worksheet ® a] 21 El L H1 LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 851 0 842 0 987 0 986 Flt Protected 0 980 0 982 0 950 0 950 Satd Flow (prot) 1553 1540 1770 5516 1770 5510 Frt Perm 0 851 0 842 0 987 0 986 Flt Perm. 0 550 0 658 0 110 0 105 Satd Flow (perm) 872 1032 205 5516 196 5510 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Bethel Road & Denton Tap Road November 6, 1997 Volume Worksheet 1 -T 1 ® 2 E Ej Lo La EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 103 4 53 13 6 22 40 805 22 17 717 75 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 114 4 59 14 7 24 44 894 24 19 797 83 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 177 0 14 7 24 44 1009 0 19 968 0 Lane and Saturated Flow Worksheet a) 21 Ej L9 H1 M La Lid M EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 855 0 850 0 996 0 986 Flt Protected 0 969 0 950 0 950 0 950 Satd Flow (prot) 1543 1770 1863 1583 1770 5566 1770 5510 Frt Perm 0 855 0 850 0 996 0 986 Fit Perm. 0 945 0 616 0 136 0 136 Satd Flow (perm) 1505 1147 1863 1583 253 5566 253 5510 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Southwestern Boulevard & Denton Tap Road November 6, 1997 V W o rk sheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 53 106 36 163 147 184 71 1843 304 135 436 4 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 59 118 40 181 163 204 79 2048 338 150 484 4 Lane Util Factor 1 00 1 05 1 05 1 03 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 59 166 0 186 163 204 79 2625 0 150 536 0 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 2 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 962 0 850 0 979 0 999 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3584 3539 1863 1583 1770 5471 1770 5583 Frt Perm. 0 962 0 850 0 979 0 999 Flt Perm 0 333 0 406 0 950 0 950 Satd Flow (perm) 620 3584 1513 1863 1583 1770 5471 1770 5583 Area Type. Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Airl Drive & Belt Line Road H1 November 6, 1997 Volume Worksheet EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 EBL EBR NBL NBT SBT SBR Volume (vph) 68 19 11 2219 700 25 Peak Hour Factor 090 090 090 090 090 090 Adj Flow (vph) 76 21 12 2466 778 28 Lane Util Factor 1 00 1 00 1 00 1 10 110 1 00 Lane Group Flow (vph) 76 21 12 2713 856 28 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 850 0 850 0 950 0 950 1770 1583 1770 5588 5588 1583 0 850 0 850 0 950 0 186 1770 1583 346 5588 5588 1583 Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 H1 In EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 850 0 850 0 950 0 950 1770 1583 1770 5588 5588 1583 0 850 0 850 0 950 0 186 1770 1583 346 5588 5588 1583 Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Wrangler Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util. Factor Lane Group Flow (vph) LEI a] E 11 H1 EBL EBR NBL NBT SBT SBR 86 8 16 1760 677 82 090 090 090 090 090 090 96 9 18 1956 752 91 100 100 100 110 110 110 96 9 18 2152 927 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I a] Ej EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 984 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5499 Frt Perm. 0 850 0 984 Flt Perm. 0 950 0 154 Satd Flow (perm) 1770 1583 287 5588 5499 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Lakeshore Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet a] H) M 11 Hi EBL EBR NBL NBT SBT SBR 0 15 24 2637 711 2 090 090 090 090 090 090 0 17 27 2930 790 2 100 100 100 110 110 110 0 17 27 3223 871 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 a] M ID EBL EBR NBL NBT SBT SBR Lanes 1 1 1 3 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 5588 5588 Frt Perm. 0 850 Flt Perm. 0 950 0 180 Satd Flow (perm) 1770 1583 335 5588 5588 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 IH 635 WBFR & Belt Line Road N o v ember 6, 1 99 7 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 303 4 314 289 1311 0 0 381 113 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 337 4 349 321 1457 0 0 423 126 Lane Util Factor 1 00 1 00 1 00 1 05 1 05 1 00 1 00 1 10 1 10 1 10 1 10 1 10 Lane Group Flow (vph) 0 0 0 179 179 349 321 1603 0 0 604 0 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected LEI E� a] E LN H M La L3 LD H1 1770 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 1 1 1 1 3 0 0 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 965 Flt Protected 0 950 0 953 0 950 Satd Flow (prot) 1770 1775 1583 1770 5588 5393 Frt Perm. 0 850 0 965 Flt Perm 0 950 0 953 0 251 Satd Flow (perm) 1770 1775 1583 468 5588 5393 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 I H 635 EBFR & Be Line Road ® a] IJ E L9 HJ M November 6, 1997 Volume Worksheet 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT 0 ® 0 Lij El L�j Ej 0 E ® 2 H) 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 153 2 70 0 0 0 0 1986 435 101 917 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 170 2 78 0 0 0 0 2207 483 112 1019 0 Lane Util Factor 1 05 1 05 1 05 1 00 1 00 1 00 1 10 1 10 1 00 1 03 1 10 1 10 Lane Group Flow (vph) 136 127 0 0 0 0 0 2428 483 115 1121 0 Lane and Saturated Flow Worksheet lfl ® a] IJ E L9 HJ M E 2% 2% 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 0 0 0 3 1 2 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Frt Perm. Yes Yes Yes Yes No No 0 983 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 903 0 850 Flt Protected 0 950 0 983 0 950 Satd Flow (prot) 1770 1653 5588 1583 3539 5588 Frt Perm. 0 903 0 850 Flt Perm. 0 950 0 983 0 088 Satd Flow (perm) 1770 1653 5588 1583 328 5588 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Regent Boulevard & Belt Line Road November 6, 1997 Volume Worksheet pq ® aj Lij Ej Lq Hj Lo La ® aj D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 152 18 39 36 35 423 85 1310 10 60 961 99 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 169 20 43 40 39 470 94 1456 11 67 1068 110 Lane Util Factor 1 03 1 05 1 00 1 00 1 05 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 174 21 43 40 41 470 94 1614 0 67 1175 110 Lane and Saturated Flow Worksheet Grade ( %) ® D 21 L:..J L9 El E ® [D a EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 1 1 2 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 999 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 3539 3725 1583 1770 3725 1583 1770 5583 1770 5588 1583 Frt Perm. 0 850 0 850 0 999 0 850 Flt Perm 0 634 0 671 0 092 0 122 Satd Flow (perm) 2362 3725 1583 1250 3725 1583 171 5583 227 5588 1583 Area Type. Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Royal Lane & Belt Line Road November 6, 1997 Volume Worksheet 0 ® 51 I] El L�J H) Ffl E� ® 0 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 4 0 19 895 9 162 8 1530 0 0 1549 3 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 4 0 21 994 10 180 9 1700 0 0 1721 3 Lane Util Factor 1 00 1 00 1 00 1 03 1 00 1 00 1 00 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 4 0 21 1024 190 0 9 1870 0 0 1893 3 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 0 1 2 1 0 1 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 858 0 850 Flt Protected 0 950 0 950 0 950 Satd Flow (prot) 1770 1583 3539 1598 1770 5588 5588 1583 Frt Perm. 0 850 0 858 0 850 Flt Perm. 0 341 0 952 0 091 Satd Flow (perm) 635 1583 3547 1598 170 5588 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 114 WBFR November 6, 1997 Volume Worksheet El M E D LD ED [2fiq N M Frt Protected 51 D [a Lid LIJ El M N SER NWL NWT NWR Lanes NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Volume (vph) 419 1209 0 0 1504 168 0 0 0 140 54 555 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 466 1343 0 0 1671 187 0 0 0 156 60 617 Lane Util. Factor 1 00 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 466 1477 0 0 1838 187 0 0 0 156 60 617 Lane and Saturated Flow Worksheet Grade ( %) El M E D LD ED [2fiq N M Frt Protected NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lanes 1 3 0 0 3 1 0 0 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes No Yes Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% Heavy Vehicles ( %) 2% Bus Stops ( # /hr) 0 0 Parking ( # /hr) Frt Protected Flt Protected 0 950 Satd Flow (prot) 1770 5588 Frt Perm Flt Perm. 0 121 Satd Flow (perm) 225 5588 Area Type. Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 5588 1583 0 850 5588 1583 0% 2% 0 0 0 0 0 850 0 950 1770 1863 1583 0 850 0 950 1770 1863 1583 Synchro 3 Report PM Peak Hour Pattern , Unknown Page I SH 114 EBFR & Belt Line Roa November 6, 1997 Volume Worksheet WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Lanes WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Volume (vph) 0 0 0 0 1385 139 458 1252 0 96 2 357 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 0 1539 154 509 1391 0 107 2 397 Lane Util Factor 1 00 1 00 1 00 1 15 1 15 100 1 00 1 15 1 15 1 10 1 10 1 10 Lane Group Flow (vph) 0 0 0 0 1770 154 509 1600 0 118 220 219 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Fit Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type Other 0 850 0 950 7451 1583 1770 7451 0 850 0 129 7451 1583 240 7451 0 851 0 850 0 950 1770 1585 1583 0 851 0 850 0 950 171 1585 1583 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 WBL WBT WBR NBL NBT NBR SBL SBT SBR SEL SET SER Lanes 0 0 0 0 4 1 1 4 0 1 1 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes No No Yes Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected Fit Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type Other 0 850 0 950 7451 1583 1770 7451 0 850 0 129 7451 1583 240 7451 0 851 0 850 0 950 1770 1585 1583 0 851 0 850 0 950 171 1585 1583 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Southern Software Input Values AM Peak Hour Valley View Lane & Belt Line Road November 6, 1997 Volume Worksheet r- �fl © N1 51 F] Fq H) M La ® FIJ EJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 847 13 15 1 23 2 4 1277 55 14 1056 105 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 941 14 17 1 26 2 4 1419 61 16 1173 117 Lane Util Factor 1 05 1 05 1 05 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 511 510 0 1 26 2 4 1628 0 16 1419 0 Lane and Saturated Flow Worksheet LEI ® 0 0 0 Fq H) M [a ® [D 21 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 995 0 850 0 994 0 986 Flt Protected 0 950 0 955 0 950 0 950 0 950 Satd Flow (prot) 1770 1770 1770 1863 1583 1770 5555 1770 5510 Frt Perm. 0 995 0 850 0 994 0 986 Flt Perm 0 726 0 726 0 357 0 089 0 081 Satd. Flow (perm) 1352 1346 665 1863 1583 166 5555 151 5510 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 161 WBFR November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet HI M 2 lJ [DO 0 L O ❑^ iz o n NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 17 1385 0 0 1126 115 0 0 0 279 14 11 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 19 1539 0 0 1251 128 0 0 0 310 16 12 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 100 1 10 1 10 1 00 Lane Group Flow (vph) 19 1693 0 0 1517 0 0 0 0 171 188 12 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 HI M 0 ® 0 0 0 D 0 M NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes Yes Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 986 0 850 Flt Protected 0 950 0 950 0 957 Satd. Flow (prot) 1770 5588 5510 1770 3565 1583 Frt Perm. 0 986 0 850 Flt Perm. 0 106 0 950 0 957 Satd Flow (perm) 197 5588 5510 1770 3565 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 161 EBFR November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet E l::J 2 2 ® 0 0 L A [ A - i 0 0 n NBT NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 0 1320 487 105 1310 0 80 193 60 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 1467 541 117 1456 0 89 214 67 0 0 0 Lane Util. Factor 1 10 1 10 1 10 1 00 1 10 1 10 1 05 1 05 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 0 2209 0 117 1602 0 93 225 67 0 0 0 Lane and Saturated Flow Worksheet E L 2 ® [10 0 r 2fl A ❑S [ A - i 0 0 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 960 Flt Protected 0 950 Satd Flow (prot) 5365 1770 5588 Frt Perm 0 960 Flt Perm. 0 081 Satd Flow (perm) 5365 151 5588 Area Type Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 950 1770 1863 1583 0 850 0 950 1770 1863 1583 Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 Story Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util. Factor Lane Group Flow (vph) a D D D ® D WBL WBR NBT NBR SBL SBT 70 141 1579 434 535 624 090 090 090 090 090 090 78 157 1754 482 594 693 103 100 110 100 100 110 80 157 1929 482 594 762 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 D D D F r i p ® D WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd. Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 080 Satd Flow (perm) 3539 1583 5588 1583 149 5588 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Walnut Hill Lane & Belt Line Road November 6, 1997 Volume Wor Lane and Saturated Flow Worksheet a ❑ EA a] Z E 21 F M La ® M H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 449 637 92 105 143 137 73 1229 172 117 594 39 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 499 708 102 117 159 152 81 1366 191 130 660 43 Lane Util Factor 1 03 1 05 1 05 1 03 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 514 850 0 121 327 0 83 1503 191 134 726 43 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page I 21 ® a] 21 L:..J L�J H1 M E Lig a] a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 0 2 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 981 0 927 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 3539 3655 3539 3454 3539 5588 1583 3539 5588 1583 Fri: Perm. 0 981 0 927 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 3539 3655 3539 3454 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page I Country Club Road & Belt Line Road November 6, 1997 Volume Worksheet r F] ®a] 21 EJ ooL - DD®F11H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 132 162 66 84 67 107 8 1387 80 67 862 21 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 147 180 73 93 74 119 9 1541 89 74 958 23 Lane Util Factor 1 05 1 05 105 1 05 1 05 1 05 1 00 1 10 1 10 100 1 10 1 10 Lane Group Flow (vph) 0 420 0 0 301 0 9 1793 0 74 1079 0 Lane and Saturated Flow Worksheet 21 ® a] 0 Fq D H1 21 D ® H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 973 0 938 0 992 0 997 Flt Protected 0 982 0 984 0 950 0 950 Satd Flow (prot) 3560 3439 1770 5544 1770 5571 .-- Frt Perm. 0 973 0 938 0 992 0 997 Flt Perm 0 636 0 595 0 950 0 950 Satd Flow (perm) 2305 2079 1770 5544 1770 5571 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page I Northgate Drive & Belt Line Road ® 0 [0 0 LS F + — , I M November 6, 1997 Volume Worksheet 41 H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT a® Lanes 1 D 21 (� E L9 H) 21 La ® 0 0 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 149 584 211 64 117 72 94 1264 131 128 813 59 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 166 649 234 71 130 80 104 1404 146 142 903 66 Lane Util Factor 1 00 1 05 1 00 1 00 1 05 1 00 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 166 681 234 71 137 80 107 1544 146 146 993 66 Lane and Saturated Flow Worksheet Grade ( %) ® 0 [0 0 LS F + — , I M La ® 41 H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Frt Protected No No 0 850 No No 0 850 No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Finl Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) M ® di ❑i F❑ L9 E M F ® D H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 42 195 45 81 66 97 13 1358 169 78 1073 7 090 090 090 090 090 090 090 090 090 090 090 090 47 217 50 90 73 108 14 1509 188 87 1192 8 1 05 1 05 1 05 1 05 1 05 1 05 1 00 1 10 1 00 1 00 1 10 1 10 0 330 0 0 285 0 14 1660 188 87 1320 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0% 0% 0% 0% 2% 2% 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 0 805 Yes Yes Yes No No No 1770 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 976 0 941 0 850 0 999 0 993 0 984 0 950 0 950 3611 3450 1770 5588 1583 1770 5583 0 976 0 941 0 850 0 999 0 805 0 621 0 950 0 950 2927 2177 1770 5588 1583 1770 5583 Other 0 Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Rochelle Road & Belt Line Road November 6, 1997 Volume Worksheet �j 0 © Ffl 51 0 0 0 0 0 ® D 21 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 45 92 45 90 34 71 33 1403 14 50 1213 20 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 50 102 50 100 38 79 37 1559 16 56 1348 22 Lane Util Factor 1 00 1 00 1 00 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 50 102 50 100 123 0 38 1715 16 58 1483 22 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% 0% 0% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 899 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1863 1583 1770 3349 3539 5588 1583 3539 5588 1583 --- Frt Perm 0 850 0 899 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1863 1583 1770 3349 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Strait Street & Belt Line Road November 6, 1997 Volume Worksheet �-- 0 ® D 21 El 0 r LD D ® 11 H1 SBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 19 0 6 37 2 18 14 1440 2 5 1103 2 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 21 0 7 41 2 20 16 1600 2 6 1226 2 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 28 0 0 63 0 16 1762 0 6 1351 0 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 866 0 857 Flt Protected 0 964 0 968 0 950 0 950 Satd. Flow (prot) 1555 1545 1770 5588 1770 5588 Frt Perm. 0 866 0 857 Flt Perm. 0 833 0 920 0 950 0 950 Satd Flow (perm) 1344 1469 1770 5588 1770 5588 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Grande Bulevar & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) LEI ® � F I.�J 9 E Lam! Imo! � a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 28 1 75 4 0 1 17 1434 0 2 1013 27 090 090 090 090 090 090 090 090 090 090 090 090 31 1 83 4 0 1 19 1593 0 2 1126 30 1 00 1 00 1 00 1 00 1 00 1 00 1 00 110 110 1 00 1 10 1 00 31 84 0 0 5 0 19 1752 0 2 1239 30 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 Lfl ® a] 51 L9 H1 M a LD RJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 852 0 873 0 850 Flt Protected 0 950 0 962 0 950 0 950 Satd Flow (prot) 1770 1587 1564 1770 5588 1770 5588 1583 Frt Perm. 0 852 0 873 0 850 Flt Perm. 0 936 0 802 0 950 0 950 Satd Flow (perm) 1744 1587 1304 1770 5588 1770 5588 1583 Area Type Other Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 Irving Mall Entrance & Belt Line Road November 6, 1997 Volume W orksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet a] 21 E Is E HJ E ® Ej EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 5 1 16 4 0 2 24 1477 6 15 1210 13 090 090 090 090 090 090 090 090 090 090 090 090 6 1 18 4 0 2 27 1641 7 17 1344 14 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 100 0 7 18 0 6 0 27 1813 0 17 1478 14 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern Unknown Page 1 ® d] LO E 2] HJ M EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 855 0 999 0 850 Flt Protected 0 959 0 968 0 950 0 950 Satd Flow (prot) 1786 1583 1542 1770 5583 1770 5588 1583 Frt Perm 0 850 0 855 0 999 0 850 Flt Perm 0 949 0 959 0 950 0 950 Satd Flow (perm) 1768 1583 1527 1770 5583 1770 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern Unknown Page 1 SH 183 WBFR & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) D ® a] z E D E E [3 ID E EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 0 0 0 55 37 212 70 1181 0 0 953 118 090 090 090 090 090 090 090 090 090 090 090 090 0 0 0 61 41 236 78 1312 0 0 1059 131 100 100 100 110 110 110 103 110 110 110 110 100 0 0 0 0 242 130 80 1443 0 0 1165 131 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 919 0 850 0 850 Flt Protected 0 986 0 950 Satd. Flow (prot) 3376 1583 3539 5588 5588 1583 Frt Perm. 0 919 0 850 0 850 Flt Perm 0 986 0 950 Satd Flow (perm) 3376 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 SH 183 EBFR & Belt Line Road November 6, 1997 Volume Worksheet ® a] LB Ej L9 HI Lo [a ® LD H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 311 134 124 0 0 0 0 1938 38 129 785 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 346 149 138 0 0 0 0 2153 42 143 872 0 Lane Util Factor *1 67 1 10 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 15 1 15 1 15 Lane Group Flow (vph) 289 453 138 0 0 0 0 2368 42 88 1079 0 * User Entered Value Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type ltj ® 0% 0 E L9 0 M 0 0 0 0 0 HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 1 0 0 0 0 3 1 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Yes No Yes Yes Yes No Yes Yes 12 12 12 12 12 12 12 12 12 12 12 12 Other 0% 0% 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 950 0 969 1770 3610 1583 0 950 0 997 0 850 0 950 0 969 5571 1770 3610 1583 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 950 0 997 5588 1583 1770 5571 0 850 0 077 0 688 5588 1583 143 3845 Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 Willow Creek Drive & Belt Line Road November 6, 1997 Volume Worksheet oa0000H1 aa ®[� EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 11 2 18 51 9 107 28 1820 55 50 761 15 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 12 2 20 57 10 119 31 2022 61 56 846 17 Lane Util Factor 1 05 1 05 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 15 20 0 67 119 31 2291 0 56 931 17 L ane and Saturated Flow Worksheet 12 12 12 12 12 12 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type oaaoo[�]aME 0 950 1786 1583 1770 5566 2% 0 850 0 996 0 906 0 950 1688 ®L� 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 0 2 1 0 1 1 1 3 0 1 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Yes No Yes No No Yes No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 958 3569 1583 0 850 0 829 3088 1583 0 850 0% 2% 0 0 EM 0 959 0 950 1786 1583 1770 5566 2% 0 850 0 996 0 906 0 950 1688 1583 1770 5566 Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 0% 2% 0 0 0 0 0 850 0 950 1770 5588 1583 0 850 0 950 1770 5588 1583 Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Pioneer Drive & Belt Line Road November 6, 1997 Volume Worksheet a] 21 ® E, EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 186 374 145 100 116 145 144 1525 149 107 616 57 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 207 416 161 111 129 161 160 1694 166 119 684 63 Lane LIN Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 207 606 0 111 304 0 165 1863 166 123 752 63 Lane and Saturated Flow Worksheet a] 21 ® E, EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 1 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 958 0 917 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3569 1770 3416 3539 5588 1583 3539 5588 1583 Frt Perm. 0 958 0 917 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3569 1770 3416 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Conflans Road & Belt Line Road No 6, 1997 Volume Worksheet .- 0 ® 0 I_') In La ® I. D H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 224 142 186 56 68 175 82 1597 43 160 661 106 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 249 158 207 62 76 194 91 1774 48 178 734 118 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 249 158 207 62 270 0 91 2004 0 178 937 0 Lane and Saturated Flow Worksheet LEI ® 51 0 EJ L9 HJ 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 892 0 996 0 979 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1863 1583 1770 1662 1770 5566 1770 5471 Frt Perm. 0 850 0 892 0 996 0 979 Flt Perm. 0 950 0 950 0 950 0 950 Satd. Flow (perm) 1770 1863 1583 1770 1662 1770 5566 1770 5471 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Rock Island Roa & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util. Factor Lane Group Flow (vph) �Ej ® a] 21 D L9 E M E ® L.J LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 115 333 33 148 100 182 29 1416 315 210 675 27 090 090 090 090 090 090 090 090 090 090 090 090 128 370 37 164 111 202 32 1573 350 233 750 30 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 00 1 00 1 10 1 10 128 407 0 164 111 202 32 1730 350 233 858 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 d] a E LN E M 3 LD HJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 986 0 850 0 850 0 994 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1837 1770 1863 1583 1770 5588 1583 1770 5555 Frt Perm. 0 986 0 850 0 850 0 994 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1837 1770 1863 1583 1770 5588 1583 1770 5555 Area Type Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Shady Grove Road & Belt Line Road No 6, 19 97 Volume Worksheet a ® a] z Ej Lij H) Lo L ® LD Ri EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 236 218 38 157 126 336 26 1368 147 226 602 76 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 262 242 42 174 140 373 29 1520 163 251 669 84 Lane Util. Factor 1 00 1 00 1 00 100 1 00 1 00 1 00 1 05 1 00 1 00 1 05 1 00 Lane Group Flow (vph) 262 284 0 174 140 373 29 1596 163 251 702 84 Lane and Saturated Flow Worksheet 12 12 12 12 12 12 0% Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 978 0 950 1770 1822 0 978 0 333 620 1822 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0286 0210 0074 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 0 1 1 1 1 2 1 1 2 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No No No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 978 0 950 1770 1822 0 978 0 333 620 1822 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0286 0210 0074 533 1863 1583 391 3725 1583 138 3725 1583 0 850 0 850 Other Synchro 3 Report AM Peak Hour Pattern , Unknown Page 1 Oakdale Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) ® Fil El a [10 H1 EBL EBR NBL NBT SBT SBR 26 36 32 1483 785 31 090 090 090 090 090 090 29 40 36 1648 872 34 1 00 1 00 1 00 1 05 1 05 1 05 29 40 36 1730 952 0 Lane a n d Sa Flow Worksheet Area Type Other Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 LEI 5 H1 M LD El EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 994 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 3725 3703 Frt Perm. 0 850 0 994 Flt Perm. 0 950 0 117 Satd Flow (perm) 1770 1583 218 3725 3703 Area Type Other Synchro 3 Report , Unknown AM Peak Hour Pattern Page 1 y- Southern Software Input Values Noon Peak Hour Valley View Lane & Belt Line Road November 6, 1997 Volume Worksheet .— � ® a] 2 E rq ® ED D ® 5 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 126 14 9 1 25 4 9 972 7 38 1046 95 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 140 16 10 1 28 4 10 1080 8 42 1162 106 Lane Util Factor 1 00 1 00 1 00 1 00 100 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 140 26 0 1 28 4 10 1197 0 42 1395 0 Lane and Saturated Flow Worksheet a] 0 a] 4 Ej IN H1 0 0 ® W 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 942 0 850 0 999 0 987 Flt Protected 0 950 0 950 0 950 0 950 �— Satd Flow (prot) 1770 1755 1770 1863 1583 1770 5583 1770 5516 Frt Perm 0 942 0 850 0 999 0 987 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1755 1770 1863 1583 1770 5583 1770 5516 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Bel Line Road & SH 161 WBFR November 6, 1997 Volume Worksheet El M r 2rd ® a 0 D 0 1;Q 0 0 2% oMo NBT NBR ®oP] SBT SBR NEL og NER A SWT � Lanes NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 20 926 0 0 851 73 0 0 0 335 38 7 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 22 1029 0 0 946 81 0 0 0 372 42 8 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 10 1 10 1 00 Lane Group Flow (vph) 22 1132 0 0 1130 0 0 0 0 205 250 8 Lane and Saturated Flow Worksheet Grade ( %) El M r 2rd ® a 0 D 0 1;Q 0 0 2% NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes 0 113 Yes Yes 0 950 Yes Yes Satd Flow (perm) No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 988 0 850 Flt Protected 0 950 0 950 0 961 Satd. Flow (prot) 1770 5588 5521 1770 3580 1583 Frt Perm. 0 988 0 850 Flt Perm. 0 113 0 950 0 961 Satd Flow (perm) 210 5588 5521 1770 3580 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 161 EBFR November 6, 1997 Volume Worksheet flifl FT] Ld ® aj ki ZI A L � 9 LD NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT SWR Volume (vph) 0 899 465 2 1051 0 38 36 7 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 999 517 2 1168 0 42 40 8 0 0 0 Lane Util. Factor 1 10 1 10 1 10 1 00 1 10 1 10 1 05 1 05 1 00 1 00 1 00 100 Lane Group Flow (vph) 0 1668 0 2 1285 0 42 44 8 0 0 0 Lane and Saturated Flow Worksheet Ej 0 LB ® LD 0 0 A D D (� IL 0 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0 % Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 949 0 850 Flt Protected 0 950 0 950 0 998 Satd. Flow (prot) 5303 1770 5588 1770 1859 1583 Frt Perm. 0 949 0 850 Fit Perm. 0 104 0 950 0 998 Satd Flow (perm) 5303 194 5588 1770 1859 1583 Area Type Other Synchro 3 Report Noon Peak How Pattern , Unknown Page 1 Story Road & Belt Line Road N ovember 6, 1997 Volume Worksheet rq FT1 ❑ ri ® LD WBL WBR NBT NBR SBL SBT Volume (vph) 225 187 1160 287 181 1140 Peak Hour Factor 090 090 090 090 090 090 Adj. Flow (vph) 250 208 1289 319 201 1267 Lane Util. Factor 1 03 100 1 10 1 00 1 00 1 10 Lane Group Flow (vph) 258 208 1418 319 201 1394 Lane and Saturated Flow Work WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Fit Protected 0 950 0 950 Satd. Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 093 Satd. Flow (perm) 3539 1583 5588 1583 173 5588 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Walnut Hill Lane & Belt Line Road a] [A H D E M November 6, 1997 V o l ume Worksheet a] 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 0 2 2 0 2 3 1 2 3 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 157 166 68 323 176 137 100 1008 247 197 968 76 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 174 184 76 359 196 152 111 1120 274 219 1076 84 Lane Util Factor 1 03 1 05 1 05 1 03 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 179 273 0 370 366 0 114 1232 274 226 1184 84 Lane and Saturated Flow Worksheet Grade ( %) a] [A H D E M L.r=! 1E a] 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 0 2 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No Flt Protected No No 0 950 No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 956 0 934 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 _ Satd Flow (prot) 3539 3562 3539 3480 3539 5588 1583 3539 5588 1583 Frt Perm. 0 956 0 934 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 3539 3562 3539 3480 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Country Club Road & Belt Line Road Novembe 6, 1997 Volume Worksheet ® 0 51 F 0 ® 0 .-- 0® El 0 0 0 I.J H1 LO 5A ® LD R1 SBL EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 50 48 28 92 72 56 48 886 70 37 1098 52 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 56 53 31 102 80 62 53 984 78 41 1220 58 Lane LIN Factor 1 05 1 05 105 1 05 105 1 05 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 148 0 0 256 0 53 1168 0 41 1406 0 Lane and Saturated Flow Worksheet ® 0 51 F 0 ® 0 ® 11 El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 967 0 962 0 989 0 993 Flt Protected 0 980 0 980 0 950 0 950 Satd Flow (prot) 3530 3512 1770 5527 1770 5549 f - Frt Perm. 0 967 0 962 0 989 0 993 Flt Perm. 0 695 0 762 0 950 0 950 Satd Flow (perm) 2504 2731 1770 5527 1770 5549 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Northgate Drive & Belt Line Road 0% 0% N o vem ber 6, 1997 Volume Worksheet 0% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT DOD Lanes 1 2 1 F-1 0 0 LO La ®� 2 D 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 175 209 266 399 213 161 215 1216 140 185 1173 217 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 194 232 296 443 237 179 239 1351 156 206 1303 241 Lane Util. Factor 1 00 1 05 1 00 1 00 1 05 1 00 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 194 244 296 443 249 179 246 1486 156 212 1433 241 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% 0% 0% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Frt Protected No No 0 850 No No 0 850 No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 .— Satd Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Finley Road & Belt Line Road �fl®aaooH1 0% 0% 0% No 6, 1997 Volume Worksheet 2% 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR pq ® SBR 5r] D Fq H1 FT] [a ® LD H1 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 64 53 47 115 52 91 72 1414 94 100 1584 15 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 71 59 52 128 58 101 80 1571 104 111 1760 17 Lane Util. Factor 1 05 1 05 1 05 1 05 1 05 1 05 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 0 192 0 0 301 0 80 1728 104 111 1955 0 Lane and Saturated Flow Worksheet Grade ( %) �fl®aaooH1 0% 0% 0% oaao21 2% 2% 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 1770 Yes Yes 0 957 Yes No No No 0 998 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 957 0 947 0 850 0 998 Flt Protected 0 981 0 978 0 950 0 950 Satd Flow (prot) 3498 3450 1770 5588 1583 1770 5577 Frt Perm. 0 957 0 947 0 850 0 998 Fit Perm. 0 643 0 705 0 950 0 950 Said. Flow (perm) 2292 2487 1770 5588 1583 1770 5577 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page I Roc helle Road & Belt Line Road November 6, 1997 Volume Worksheet ® 5- D ® a a ® u a] EBL EBT 0 ® a] D F1 21 KI M D L3 [D H) 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 104 104 140 153 116 96 108 1471 146 205 1398 25 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 116 116 156 170 129 107 120 1634 162 228 1553 28 Lane Util Factor 100 1 00 1 00 1 00 1 05 105 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 116 116 156 170 247 0 124 1797 162 235 1708 28 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd. Flow (perm) Area Type LEI ® 5- D ® a a ® u a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 932 0 950 0 950 1770 1863 1583 1770 3472 0 850 0 932 0 950 0 950 1770 1863 1583 1770 3472 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Strait Street & Belt Line Road November 6, 1997 Volume Worksheet 0 862 0 999 EBL EBT Lanes 0 1 Ideal Flow (vphpl) 1900 1900 Shared Lane? Yes NBL ® 12 12 SBT SBR 0 a 1 0 1 3 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 30 4 22 114 3 46 33 1761 9 48 1626 2 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 33 4 24 127 3 51 37 1957 10 53 1807 2 Lane Util Factor 1 00 1 00 1 00 1 00 100 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 61 0 0 181 0 37 2164 0 53 1990 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 2% 0 0 0 862 0 999 EBL EBT Lanes 0 1 Ideal Flow (vphpl) 1900 1900 Shared Lane? Yes NBL Lane Width (ft) 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 2% 0 0 0 847 0 862 0 999 0 974 0 966 0 950 1537 1551 EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 0 0 1 0 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Yes Yes Yes No Yes No Yes 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 847 0 862 0 999 0 974 0 966 0 950 1537 1551 1770 5583 0 847 0 862 0 999 0 778 0 799 0 950 1227 1283 1770 5583 0 950 1770 5588 0 950 1770 5588 Synchro3 Report , Unknown Noon Peak Hour Pattern Page I Grande Bulevar & Belt Line Road November 6, 1997 Volume Worksheet pJ ® 0 0 0 LD 0 ® Ij 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 147 2 96 40 1 39 122 1286 9 38 1308 137 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 163 2 107 44 1 43 136 1429 10 42 1453 152 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 100 1 10 1 00 Lane Group Flow (vph) 163 109 0 0 88 0 136 1583 0 42 1598 152 Lane and Saturated Flow Workshe ® M LO EJ I r - TU I 0 LD � ® LD EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 853 0 834 0 999 0 850 Flt Protected 0 950 0 976 0 950 0 950 Satd Flow (prot) 1770 1589 1516 1770 5583 1770 5588 1583 Frt Perm. 0 853 0 834 0 999 0 850 Flt Perm. 0 709 0 795 0 950 0 950 Satd Flow (perm) 1321 1589 1235 1770 5583 1770 5588 1583 Area Type Other Synchro 3 Report , Unknown Noon Peak Hour Pattern Page I Irving Mall Entrance & Belt Line Road 0% d) D E 1..=J November 6, 1997 Volume Work ❑& ® LD D EBL EBT EBR WBL WBT WBR NBL �- I ® d] 41 H L!J HI M La E9 0 E!j 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 123 23 94 77 14 104 216 1605 22 125 1503 80 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 137 26 104 86 16 116 240 1783 24 139 1670 89 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 163 104 0 218 0 240 1987 0 139 1837 89 Lane and Saturated Flow Worksheet Grade ( %) 0% d) D E 1..=J H) 0 ❑& ® LD D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Satd Flow (prot) No Yes 1513 Yes No 1770 Yes No Frt Perm. No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 828 0 998 0 850 Flt Protected 0 960 0 981 0 950 0 950 Satd Flow (prot) 1788 1583 1513 1770 5577 1770 5588 1583 Frt Perm. 0 850 0 828 0 998 0 850 Flt Perm. 0 479 0 789 0 950 0 950 Satd Flow (perm) 892 1583 1217 1770 5577 1770 5588 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 SH 183 WBFR & Belt Line Road November 6 19 97 Volume Worksheet rte- 0 ©� D 0 0® EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 285 272 479 326 888 0 0 1038 321 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 317 302 532 362 987 0 0 1153 357 Lane Util Factor 1 00 1 00 1 00 1 10 1 10 1 10 1 03 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 0 0 0 0 874 392 373 1086 0 0 1268 357 Lane and Saturated Flow Worksheet ® D F1 I.D La EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 967 0 850 0 850 Flt Protected 0 980 0 950 -- Satd Flow (prot) 3530 1583 3539 5588 5588 1583 Frt Perm. 0 967 0 850 0 850 Flt Perm. 0 980 0 950 Satd. Flow (perm) 3530 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 SH 183 EBFR & Belt Line Road November 6, 1997 Volume Worksheet ® 51 D F L9 H1 Ln La ® ED H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 581 127 210 0 0 0 0 1221 51 234 1150 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 646 141 233 0 0 0 0 1357 57 260 1278 0 Lane Util. Factor 1 10 1 10 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 15 1 15 1 15 Lane Group Flow (vph) 356 510 233 0 0 0 0 1493 57 192 1577 0 Lane and Saturated Flow Worksheet aj 21 H rq EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 0 0 0 0 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 966 0 950 0 997 r- Satd Flow (prot) 1770 3599 1583 5588 1583 1770 5571 Frt Perm. 0 850 0 850 Fit Perm. 0 950 0 966 0 950 0 997 Satd Flow (perm) 1770 3599 1583 5588 1583 1770 5571 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Willow Creek Drive & Belt Line Road November 6, 1997 Volume Worksheet I ® a WBL F rq ICJ M La ® SBT D Lanes EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 69 36 70 76 53 166 162 998 37 110 1088 96 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 77 40 78 84 59 184 180 1109 41 122 1209 107 Lane Util Factor 1 05 1 05 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 100 Lane Group Flow (vph) 0 123 78 0 143 184 180 1265 0 122 1330 107 Lane and Saturated Flow Worksheet Area Type. Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page I EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 1 0 1 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 995 0 850 Fit Protected 0 968 0 971 0 950 0 950 Satd. Flow (prot) 3606 1583 1809 1583 1770 5560 1770 5588 1583 Frt Perm. 0 850 0 850 0 995 0 850 Flt Perm. 0 685 0 738 0 950 0 950 Satd. Flow (perm) 2552 1583 1375 1583 1770 5560 1770 5588 1583 Area Type. Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page I Pioneer Drive & Belt Line Road ® 0 Fq 0 November 6, 1997 Volume Worksheet El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Pq ® a1 a EJ L9 H) 21 D ® ED H) 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 141 154 103 108 138 136 113 856 113 140 865 163 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 157 171 114 120 153 151 126 951 126 156 961 181 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 157 300 0 120 320 0 130 1046 126 161 1057 181 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicies ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. At Perm. Satd Flow (perm) Area Type LJ ® 0 Fq 0 0 L19 El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 0 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 940 0 950 1770 3502 0 940 0 950 1770 3502 0 925 0 950 1770 3446 0 925 0 950 1770 3446 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page I Conflans Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane LIN Factor Lane Group Flow (vph) Lane and Saturated Flow Worksheet ® ® D [0 H N E D ® � fi EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 149 76 123 44 68 123 80 848 23 136 1077 75 090 090 090 090 090 090 090 090 090 090 090 090 166 84 137 49 76 137 89 942 26 151 1197 83 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 110 110 166 84 137 49 213 0 89 1065 0 151 1408 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 ® a] [0 H N E M La EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 904 0 996 0 990 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1863 1583 1770 1684 1770 5566 1770 5532 Fri: Perm 0 850 0 904 0 996 0 990 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1863 1583 1770 1684 1770 5566 1770 5532 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Rock Island Road & Belt Line Road ® d] 0 E N E November 6, 1997 Volume Worksheet ®� 0 950 n EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 21 ® a] 21 EJ L9 H1 LD LE ® [D H1 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 33 107 48 182 101 139 25 616 141 195 835 41 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 37 119 53 202 112 154 28 684 157 217 928 46 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 37 172 0 202 112 154 28 752 157 217 1072 0 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Fit Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd. Flow (perm) Area Type 0 954 0 950 1770 1777 0 954 0 950 1770 1777 0 850 0 950 ® d] 0 E N E M E ®� 0 950 n EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 0 1 1 1 1 3 1 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No No No No No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 954 0 950 1770 1777 0 954 0 950 1770 1777 0 850 0 950 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5549 0 850 0 850 0 993 0 950 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5549 0 850 0 993 Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Shady Grove Road & Belt Line Road November 6, 1997 Volume Worksheet .� � (� 0 D H) 0 13 ® 11 D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 72 102 40 79 90 210 42 552 76 245 629 94 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 80 113 44 88 100 233 47 613 84 272 699 104 Lane LIN Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 00 1 00 1 05 100 Lane Group Flow (vph) 80 157 0 88 100 233 47 644 84 272 734 104 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 2 1 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 958 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1785 1770 1863 1583 1770 3725 1583 1770 3725 1583 Frt Perm. 0 958 0 850 0 850 0 850 Flt Perm 0 692 0 397 0 195 0 151 Satd Flow (perm) 1289 1785 740 1863 1583 363 3725 1583 281 3725 1583 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page I Oakdale Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util. Factor Lane Group Flow (vph) La a nd Sat urated Flow Worksheet a] S] M LD a] EBL EBR NBL NBT SBT SBR 26 32 20 802 812 35 090 090 090 090 090 090 29 36 22 891 902 39 1 00 1 00 1 00 1 05 1 05 1 05 29 36 22 936 988 0 La a nd Sat urated Flow Worksheet Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 a] d) H3 FT LD EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 994 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 3725 3703 Frt Perm 0 850 0 994 Flt Perm. 0 950 0 109 Satd Flow (perm) 1770 1583 203 3725 3703 Area Type Other Synchro 3 Report Noon Peak Hour Pattern , Unknown Page 1 Southern Software Input Values Off -Peak Valley View Lane & Belt Line Road No vember 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet D ® d) 4 E a H1 M 3 ® H1 EBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 107 52 2 6 99 18 8 687 9 9 842 130 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 119 58 2 7 110 20 9 763 10 10 936 144 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 119 60 0 7 110 20 9 850 0 10 1188 0 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% 0% 0% Heavy Vehicies ( %) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 0 980 Yes No No No Yes No 0 950 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicies ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 995 0 850 0 998 0 980 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1853 1770 1863 1583 1770 5577 1770 5476 Frt Perm. 0 995 0 850 0 998 0 980 Flt Perm. 0 383 0 784 0 103 0 173 Satd Flow (perm) 713 1853 1460 1863 1583 192 5577 322 5476 Area Type Other Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF \OFFPK SY5 , Unknown Page 1 Belt Line Road & SH 161 WBFR H1 M 0 ® D 0 21 November 6, 1997 Volume Worksheet 0 I - L A l u NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 120 676 0 0 734 96 0 0 0 291 44 12 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 133 751 0 0 816 107 0 0 0 323 49 13 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 10 1 10 1 00 Lane Group Flow (vph) 133 826 0 0 1016 0 0 0 0 178 231 13 Lane and Saturated Flow Worksheet Area Type. Other Synchro 3 Report P-\O 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I H1 M 0 ® D 0 21 0 0 I - L A l u NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes Yes Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 983 0 850 Flt Protected 0 950 0 950 0 963 Satd. Flow (prot) 1770 5588 5493 1770 3588 1583 Frt Perm. 0 983 0 850 Flt Perm. 0 118 0 950 0 963 Satd. Flow (perm) 220 5588 5493 1770 3588 1583 Area Type. Other Synchro 3 Report P-\O 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I Belt Line Road & SH 161 EBFR November 6, 1997 Vo W o r kshee t Lane and Saturated Flow Worksheet E M 0 © ID 0Fl� 1 0 29 21 0 M NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT SWR Volume (vph) 0 695 457 10 1010 0 65 82 10 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 772 508 11 1122 0 72 91 11 0 0 0 Lane Util Factor 1 10 1 10 1 10 1 00 1 10 1 10 1 05 1 05 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 0 1408 0 11 1234 0 76 96 11 0 0 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I E M 0 ® 0 0 L 0 ❑/y 21 0 L NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 940 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 5253 1770 5588 1770 1863 1583 Frt Perm. 0 940 0 850 Flt Perm. 0 108 0 950 Satd Flow (perm) 5253 201 5588 1770 1863 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I Story Road & Belt Line Road Novembe 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util Factor Lane Group Flow (vph) Lil000 LE L9 FT ©a © WBL WBR NBT NBR SBL SBT 389 402 749 209 196 868 090 090 090 090 090 090 432 447 832 232 218 964 103 100 110 100 100 110 445 447 915 232 218 1060 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF \OFFPK , Unknown Page 1 LE L9 FT Fr © M WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 138 Satd Flow (perm) 3539 1583 5588 1583 257 5588 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF \OFFPK , Unknown Page 1 Walnut Hill Lane & Belt Line Road November 6 , 1997 Volume Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type lJ © 0 0 0 0 0 0 [a ® 0 El EBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 92 124 39 204 159 69 60 833 245 94 688 85 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 102 138 43 227 177 77 67 926 272 104 764 94 Lane Util. Factor 1 03 1 05 1 05 1 03 1 05 105 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 105 190 0 234 267 0 69 1019 272 107 840 94 Lane and Saturated Flow Works 2% 0 0 0 0 0 0 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 964 0 950 3539 3591 0 964 0 950 3539 3591 0 955 0 950 3539 3558 0 955 0 950 3539 3558 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK SY5 , Unknown Page I ® or �]-ao[+ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2 2 0 2 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 964 0 950 3539 3591 0 964 0 950 3539 3591 0 955 0 950 3539 3558 0 955 0 950 3539 3558 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK SY5 , Unknown Page I Country Club Road & Belt Line Road No v e m b er 6, 1997 Volume Worksheet 0% d) 0 0 fq IJ r LD 02 2% r H1 EBL EBT EBR ® D 21 Ej � NBR SBL D L3 ai H1 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 50 48 28 92 72 56 48 886 70 37 1098 52 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 56 53 31 102 80 62 53 984 78 41 1220 58 Lane Util Factor 105 105 1 05 105 105 105 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 148 0 0 256 0 53 1168 0 41 1406 0 Lane and Saturated Flow Worksheet 0® 0% d) 0 0 fq IJ r LD 02 2% r H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Frt Perm. Yes Yes Yes No 0 993 Yes No 0 762 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 967 0 962 0 989 0 993 Flt Protected 0 980 0 980 0 950 0 950 Satd. Flow (prot) 3530 3512 1770 5527 1770 5549 Frt Perm. 0 967 0 962 0 989 0 993 Flt Perm. 0 695 0 762 0 950 0 950 Satd Flow (perm) 2504 2731 1770 5527 1770 5549 Area Type Other X Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005 SY5 , Unknown Page 1 Northgate Drive & Belt Line Road Novembe 6, 1997 Volume Worksheet 0% F D HI M E ® LD El EBL EBT EBR ® a] 41 H Fq D LD [a ® a] HI 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 108 215 172 156 234 116 215 974 142 107 1097 144 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 120 239 191 173 260 129 239 1082 158 119 1219 160 Lane Util. Factor 1 00 1 05 1 00 1 00 1 05 1 00 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 120 251 191 173 273 129 246 1190 158 123 1341 160 Lane and Saturated Flow Worksheet Grade ( %) 0% F D HI M E ® LD El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Frt Protected No No 0 850 No No 0 850 No Lane Width (it) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO\PMOFF \OFFPK , Unknown Page 1 Finley Road & Belt Line Road November 6, 1997 Volume Worksheet 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) 0 0 0 EBL EBT 0® WBL 0 ❑'` F 0 0 0 La ® 0 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 44 0 25 100 54 99 47 1448 131 85 1385 16 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 49 0 28 111 60 110 52 1609 146 94 1539 18 Lane Util. Factor 1 05 105 1 05 1 05 1 05 1 05 100 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 0 80 0 0 296 0 52 1770 146 94 1713 0 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) 0 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) 0 0 0 Frt Protected 0 946 0 941 Flt Protected 0 969 0 981 — Satd Flow (prot) 3415 3439 Frt Perm. 0 946 0 941 Flt Perm. 0 627 0 834 Satd Flow (perm) 2210 2924 Area Type Other N Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK , Unknown Page 1 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 998 0 950 0 950 1770 5588 1583 1770 5577 0 850 0 998 0 950 0 950 1770 5588 1583 1770 5577 N Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK , Unknown Page 1 Rochelle Road & Belt Line Road November 6, 1997 Volume Worksheet .- D ® Efl 21 El Fq H1 LD La ® LD H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 103 157 108 139 162 85 97 1162 111 121 1232 40 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 114 174 120 154 180 94 108 1291 123 134 1369 44 Lane Util Factor 1 00 1 00 1 00 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 114 174 120 154 288 0 111 1420 123 138 1506 44 Lane and Saturated Flow Worksheet ® 51 0 H L�J 0 L.! ! L 1 L�g UJ fi EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 948 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1863 1583 1770 3532 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 948 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1863 1583 1770 3532 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK SY5 , Unknown Page 1 Strait Street & Belt Line Road November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet Pq © W LB H D E M a ® LD H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 10 4 12 79 4 26 22 1307 18 11 1308 4 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 11 4 13 88 4 29 24 1452 20 12 1453 4 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 28 0 0 121 0 24 1619 0 12 1602 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report P-\O 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK , Unknown Page I ® � D E rq F *11 M EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 837 0 868 0 998 Flt Protected 0 981 0 965 0 950 0 950 Satd Flow (prot) 1529 1560 1770 5577 1770 5588 Frt Perm. 0 837 0 868 0 998 Flt Perm. 0 887 0 895 0 950 0 950 Satd. Flow (perm) 1383 1447 1770 5577 1770 5588 Area Type Other Synchro 3 Report P-\O 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK , Unknown Page I Grande Bulevar & Belt Line Road November 6, 1997 Volume Worksheet D ® a] 0 0 0 0 �® 11 a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 97 2 66 20 5 9 68 1185 3 9 1228 98 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 108 2 73 22 6 10 76 1317 3 10 1364 109 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 108 75 0 0 38 0 76 1452 0 10 1500 109 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 854 0 864 0 850 Flt Protected 0 950 0 972 0 950 0 950 -- Satd Flow (prot) 1770 1591 1564 1770 5588 1770 5588 1583 Frt Perm. 0 854 0 864 0 850 Flt Perm. 0 900 0 834 0 950 0 950 Satd Flow (perm) 1676 1591 1342 1770 5588 1770 5588 1583 Area Type. Other Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page 1 Irving Mall Entrance & Belt Line Road November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet 0® D ® d] � E H a M E 11 D HI EBT EBL EBT EBR w NBL W D NBR SBL NBR S® SD 1 Volume (vph) 102 12 94 69 9 72 147 1304 14 76 1436 65 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 113 13 104 77 10 80 163 1449 16 84 1596 72 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 126 104 0 167 0 163 1612 0 84 1756 72 Lane and Saturated Flow Worksheet 0® 0% a] LE 0 fN H 0 E® 11 D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% 0% 0% 2% 2% 0 0 0 0 0 0 850 0 835 0 957 0 0 977 1783 1583 1520 0 850 0 835 0 544 0 950 0 803 1013 1583 1249 Other Synchro 3 Report P•\ OI3776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I 0% 0% 2% 2% 0 0 0 0 0 0 0 0 998 0 850 0 950 0 950 1770 5577 1770 5588 1583 0 998 0 850 0 950 0 950 1770 5577 1770 5588 1583 Synchro 3 Report P•\ OI3776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I SH 183 WBFR & Belt Line Road November 6, 1997 Volume Worksheet O ® O 21 0� ❑ D 0 ® M 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 216 168 298 183 686 0 0 1073 235 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 0 0 0 240 187 331 203 762 0 0 1192 261 Lane Util. Factor 1 00 1 00 1 00 1 10 1 10 1 10 1 03 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 0 0 0 0 577 257 209 838 0 0 1311 261 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicies ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 972 0 850 0 850 Flt Protected 0 978 0 950 Satd Flow (prot) 3542 1583 3539 5588 5588 1583 Frt Perm. 0 972 0 850 0 850 Flt Perm 0 978 0 950 Satd Flow (perm) 3542 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report PAO 13776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I SH 183 EBFR & Belt Line Road November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet o©o21 EBL E [S EaLa 2 Ideal Flow (vphpl) aoo 1900 Shared Lane? Yes EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 337 96 206 0 0 0 0 1134 37 222 1170 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 374 107 229 0 0 0 0 1260 41 247 1300 0 Lane Util Factor 1 10 1 10 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 15 1 15 1 15 Lane Group Flow (vph) 206 323 229 0 0 0 0 1386 41 195 1584 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Said Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% 2% 0 0 rIzE�H1M EBL E® Lanes 1 2 Ideal Flow (vphpl) 1900 1900 Shared Lane? Yes NBL Lane Width (ft) 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Said Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% 2% 0 0 rIzE�H1M [a aoo EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 0 0 0 0 3 1 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes Yes Yes No Yes Yes 12 12 12 12 12 12 12 12 12 12 0% 2% 0 0 0 0 0 850 0 950 0 969 1770 3610 1583 0 850 0 950 0 969 1770 3610 1583 Other 0% 0% 2% 2% 0 0 0 0 0 0 850 0 950 0 997 5588 1583 1770 5571 0 850 0 950 0 997 5588 1583 1770 5571 M Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK SY5 , Unknown Page 1 Willow Creek Drive & Belt Line Road November 6, 1997 Volume Worksheet 0 © 0 0 0 0 0 M 0 3 ED H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 31 30 87 125 48 176 81 1007 48 96 1293 55 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 34 33 97 139 53 196 90 1119 53 107 1437 61 Lane Util Factor 1 05 1 05 100 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 71 97 0 192 196 90 1289 0 107 1581 61 Lane and Saturated Flow Worksheet ® N] LO F Fq F a] r —f*1 ® M a] EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 1 0 1 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 993 0 850 Flt Protected 0 975 0 965 0 950 0 950 Satd. Flow (prot) 3632 1583 1798 1583 1770 5549 1770 5588 1583 Frt Perm. 0 850 0 850 0 993 0 850 Flt Perm. 0 766 0 781 0 950 0 950 Satd Flow (perm) 2854 1583 1455 1583 1770 5549 1770 5588 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I Pioneer Drive & Belt Line Road November 6, 1997 Volume Worksheet ® aI D B D 0 0 E®[B Ri EBL �- r ® N1 0 0 0 HJ a l.J N LID RJ 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 117 194 120 129 214 122 140 810 124 200 924 211 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 130 216 133 143 238 136 156 900 138 222 1027 234 Lane Util. Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 130 367 0 143 393 0 161 990 138 229 1130 234 Lane and Saturated Flo Worksheet 0 0 0 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 943 0 950 1770 3513 0 943 0 950 1770 3513 0 945 0 950 1770 3521 0 945 0 950 1770 3521 M-Mil7 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I ® aI D B D 0 0 E®[B Ri EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 0 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 943 0 950 1770 3513 0 943 0 950 1770 3513 0 945 0 950 1770 3521 0 945 0 950 1770 3521 M-Mil7 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page I Conflans Road & Belt Line Road Nove 6, 1997 Volume Worksheet 0 996 0 990 0 950 0 950 1770 5566 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 149 76 123 44 68 123 80 848 23 136 1077 75 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 166 84 137 49 76 137 89 942 26 151 1197 83 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 166 84 137 49 213 0 89 1065 0 151 1408 0 Lane and Saturated Flo Wor k s heet 0 0 0 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 0 996 0 990 0 950 0 950 1770 5566 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 1 0 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No Yes No Yes No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page 1 0 996 0 990 0 950 0 950 1770 5566 1770 5532 0 996 0 990 0 950 0 950 1770 5566 1770 5532 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page 1 Rock Island Road & Belt Line Road ® 51 L0 E M E No 6, 1997 Volume Worksheet ® 11 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT ® lJ 21 ❑ Fq 0 LD La ® D 0 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 33 107 48 182 101 139 25 616 141 195 835 41 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 37 119 53 202 112 154 28 684 157 217 928 46 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 37 172 0 202 112 154 28 752 157 217 1072 0 Lane and Saturated Flow Worksheet Grade ( %) ® 51 L0 E M E M E ® 11 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 0 850 Yes No 0 850 No No Flt Protected No No 0 950 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicies ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 954 0 850 0 850 0 993 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1777 1770 1863 1583 1770 5588 1583 1770 5549 Frt Perm. 0 954 0 850 0 850 0 993 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1777 1770 1863 1583 1770 5588 1583 1770 5549 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK , Unknown Page 1 Shady Grove Road & Belt Line Road N o v ember 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 72 102 40 79 90 210 42 552 76 245 629 94 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 80 113 44 88 100 233 47 613 84 272 699 104 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 00 1 00 1 05 1 00 Lane Group Flow (vph) 80 157 0 88 100 233 47 644 84 272 734 104 Lane and Saturated Flow Worksheet 12 12 12 12 12 12 0% Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Fri: Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0 958 0 950 1770 1785 0 958 0 503 937 1785 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0 457 0 195 0 167 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 0 1 1 1 1 2 1 1 2 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No No No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 958 0 950 1770 1785 0 958 0 503 937 1785 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0 457 0 195 0 167 851 1863 1583 363 3725 1583 311 3725 1583 0 850 0 850 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF\OFFPK005 SY5 , Unknown Page I Oakdale Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util. Factor Lane Group Flow (vph) D d] H1 11 LD f EBL EBR NBL NBT SBT SBR 26 32 20 802 812 35 090 090 090 090 090 090 29 36 22 891 902 39 1 00 1 00 1 00 1 05 1 05 1 05 29 36 22 936 988 0 Lane and Saturated Flow Worksheet Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0 850 a] a] M a a EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type Other r- Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 0 850 0 994 0 950 0 950 1770 1583 1770 3725 3703 0 850 0 994 0 950 0 109 1770 1583 203 3725 3703 Other r- Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \PMOFF \OFFPK005.SY5 , Unknown Page 1 Southern Software Input Values PM Peak Hour Valley View Lane & Belt Line Road N 6, 1997 Volume Worksheet �- 0® 0 0 H L9 KI [D 0 ® 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 158 18 5 3 219 7 8 1072 6 7 1668 495 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 176 20 6 3 243 8 9 1191 7 8 1853 550 Lane Util Factor 1 00 1 00 1 00 100 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 176 26 0 3 243 8 9 1318 0 8 2643 0 Lane and Saturated Flow Worksheet ® 11 41 a D KI M La ® D H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 965 0 850 0 999 0 966 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1798 1770 1863 1583 1770 5583 1770 5398 Frt Perm. 0 965 0 850 0 999 0 966 Flt Perm. 0.250 0 708 0 070 0 092 Satd Flow (perm) 466 1798 1319 1863 1583 130 5583 171 5398 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Belt Line Road & SH 161 WBFR M 0 3 0 0 0 0 No vember 6, 1997 Volume Worksheet 0 M NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT D a 0© 0 O O D O D 0 21 M 1 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 113 1046 0 0 1207 326 0 0 0 439 191 40 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 126 1162 0 0 1341 362 0 0 0 488 212 44 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 10 1 10 1 00 Lane Group Flow (vph) 126 1278 0 0 1873 0 0 0 0 269 501 44 Lane and Saturated Flow Worksheet D M 0 3 0 0 0 0 0 0 0 M NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes Yes Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles (%) 2% 2% Bus Stops ( # /hr) 0 0 Parking ( # /hr) 0 0 Frt Protected Flt Protected 0 950 0 950 Satd Flow (prot) 1770 5588 Frt Perm. 3629 1583 Flt Perm. 0 077 Satd Flow (perm) 143 5588 Area Type Other 0% 0% 0% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 968 0 850 0 950 0 974 5409 1770 3629 1583 0 968 0 850 0 950 0 974 5409 1770 3629 1583 Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Belt Line Road & SH 161 EBFR November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet D M 0 ® F L - 10 ' 0 D D D 0 0 0 NBT NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 0 994 832 10 1118 0 166 28 34 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 0 1104 924 11 1242 0 184 31 38 0 0 0 Lane Util. Factor 1 10 1 10 1 10 1 00 1 10 1 10 1 05 1 05 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 0 2230 0 11 1366 0 112 114 38 0 0 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd. Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type. 0% D O® O 0 D O D 0 0 L NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 177 Yes No 1799 Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd. Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type. 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 932 0 850 0 950 0 950 0 966 5208 1770 5588 1770 1799 1583 0 932 0 850 0 095 0 950 0 966 5208 177 5588 1770 1799 1583 Other 0 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 .r-- Story Road & Belt Line Road 0 0 r - T] November 6, 1997 Volume Worksheet LD WBL WBR NBT NBR SBL SBT Fq Ffi Ld 3 1 1 WBL WBR NBT NBR SBL SBT Volume (vph) 346 543 871 60 186 1542 Peak Hour Factor 090 090 090 090 090 090 Adj Flow (vph) 384 603 968 67 207 1713 Lane Util Factor 1 03 1 00 1 10 1 00 1 00 1 10 Lane Group Flow (vph) 396 603 1065 67 207 1884 Lane and Saturated Flo Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 0 0 r - T] 3 ® LD WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Fri: Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Fit Perm. 0 950 0 105 Satd Flow (perm) 3539 1583 5588 1583 196 5588 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Walnut Hill Lane & Belt Line Road November 6, 1997 Volume Worksheet Pq EDOaoaLO La oaEl EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 61 193 42 204 159 69 123 904 328 173 1471 407 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 68 214 47 227 177 77 137 1004 364 192 1634 452 Lane Util Factor 1 03 1 05 1 05 1 03 1 05 1 05 1 03 110 1 00 1 03 110 1 00 Lane Group Flow (vph) 70 274 0 234 267 0 141 1104 364 198 1797 452 Lane and Saturated Flow Worksheet ® D F1 D 0 LD La L3 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 0 2 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 973 0 955 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 3539 3625 3539 3558 3539 5588 1583 3539 5588 1583 Frt Perm. 0 973 0 955 0 850 0 850 Flt Perm 0 950 0 950 0 950 0 950 Satd. Flow (perm) 3539 3625 3539 3558 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Country C Road & Belt Line Road Md November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) a®WOOa LEI ® 0 0 0 Fill [ - DDO 0 0 [D a EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 33 44 64 80 93 106 55 1061 90 68 1637 81 090 090 090 090 090 090 090 090 090 090 090 090 37 49 71 89 103 118 61 1179 100 76 1819 90 1 05 1 05 1 05 1 05 1 05 105 100 110 1 10 1 00 110 1 10 0 165 0 0 325 0 61 1407 0 76 2100 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 LEI ® 0 0 0 �..�9 0 0 0 ® 0 H EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 932 0 943 0 988 0 993 Flt Protected 0 988 0 986 0 950 0 950 Satd Flow (prot) 3430 3464 1770 5521 1770 5549 Frt Perm 0 932 0 943 0 988 0 993 Flt Perm. 0 718 0 773 0 950 0 950 Satd Flow (perm) 2493 2716 1770 5521 1770 5549 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Northgate Drive & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util. Factor Lane Group Flow (vph) D ® d) 21 D N H1 M E ® LD E EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 182 293 224 281 700 122 410 1162 119 178 1510 170 090 090 090 090 090 090 090 090 090 090 090 090 202 326 249 312 778 136 456 1291 132 198 1678 189 1 00 1 05 1 00 1 00 1 05 1 00 103 1 10 1 00 103 1 10 100 202 342 249 312 817 136 470 1420 132 204 1846 189 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 LEI ® Fid Fr 0 0 D M t< :J ® LD El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No No No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd. Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Finley Road & Belt Line Road 21 ® W D E L9 S November 6, 1997 Volume Worksheet ® 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR M E� 51 LB E] Fq El LD La ® M H) 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 52 76 30 155 143 118 54 1606 133 102 1709 15 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 58 84 33 172 159 131 60 1784 148 113 1899 17 Lane Util Factor 1 05 1 05 1 05 1 05 1 05 1 05 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 0 184 0 0 486 0 60 1962 148 113 2108 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 21 ® W D E L9 S M E ® 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 971 0 957 0 850 0 999 Flt Protected 0 984 0 982 0 950 0 950 Satd Flow (prot) 3560 3501 1770 5588 1583 1770 5583 Frt Perm. 0 971 0 957 0 850 0 999 Flt Perm. 0 606 0 732 0 950 0 950 Satd Flow (perm) 2192 2610 1770 5588 1583 1770 5583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Rochelle Road & Belt Line Road November 6, 1997 Volume Worksheet Lane and Saturated Flow Worksheet M ® Fil Lo E D E M E ® M H) EBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 129 215 159 258 367 140 136 1332 197 180 1634 93 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 143 239 177 287 408 156 151 1480 219 200 1816 103 Lane Util Factor 1 00 1 00 1 00 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 143 239 177 287 592 0 156 1628 219 206 1998 103 Lane and Saturated Flow Worksheet Grade ( %) ® d] [B E L9 E M E ® ID H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2 % 2 % 2 % Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 958 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 _ Satd Flow (prot) 1770 1863 1583 1770 3569 3539 5588 1583 3539 5588 1583 Frt Perm 0 850 0 958 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1863 1583 1770 3569 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Mild Strait Street & Belt Line Road November 6, 1997 Volume Worksheet FYI ® 5 21 FA L9 F In La ® a] D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 10 122 14 104 110 30 30 1544 20 27 1797 17 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 11 136 16 116 122 33 33 1716 22 30 1997 19 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 163 0 0 271 0 33 1912 0 30 2218 0 Lane and Saturated Flow Worksheet Efl ® a 5i H rq F 0 0 13 ED H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 887 0 884 0 998 0 999 Flt Protected 0 997 0 979 0 950 0 950 Satd Flow (prot) 1647 1612 1770 5577 1770 5583 Frt Perm 0 887 0 884 0 998 0 999 Flt Perm. 0 945 0 656 0 950 0 950 Satd Flow (perm) 1561 1080 1770 5577 1770 5583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 I --- Grande Bulevar & Belt Line Road �tl ® Fit, Fr] aoa'o N o v ember 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR a ®oao�El SBR Lanes 1 1 0 LD La ®LD 1 o 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 138 5 58 34 3 13 85 1396 0 31 1558 148 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 153 6 64 38 3 14 94 1551 0 34 1731 164 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 100 Lane Group Flow (vph) 153 70 0 0 55 0 94 1706 0 34 1904 164 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 �tl ® Fit, Fr] aoa'o EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 863 0 866 0 850 Flt Protected 0 950 0 967 0 950 0 950 Satd Flow (prot) 1770 1608 1560 1770 5588 1770 5588 1583 Frt Perm. 0 863 0 866 0 850 Flt Perm. 0 809 0 806 0 950 0 950 Satd Flow (perm) 1507 1608 1300 1770 5588 1770 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Irving Mall Entrance & Belt Line Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 103 19 110 83 9 95 192 1697 8 106 1852 79 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 114 21 122 92 10 106 213 1886 9 118 2058 88 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 135 122 0 208 0 213 2085 0 118 2264 88 Lane and Saturated Flow Worksheet ® aI Fri F � H) a ((�� la [3 LD HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 831 0 999 0 850 Flt Protected 0 960 0 978 0 950 0 950 Satd Flow (prot) 1788 1583 1514 1770 5583 1770 5588 1583 Frt Perm. 0 850 0 831 0 999 0 850 Flt Perm. 0 510 0 793 0 950 0 950 Satd Flow (perm) 950 1583 1228 1770 5583 1770 5588 1583 Area Type. Other I-- Synchro 3 Report PM Peak Hour Pattern , Unknown Page I SH 183 WBFR & Belt Line Road November 6, 1997 Volume Worksheet D �- 0 ® D D F1 �] LJ D D [a ® 11 El EBT EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 242 232 320 244 967 0 0 1174 174 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 269 258 356 271 1074 0 0 1304 193 Lane Util Factor 1 00 1 00 1 00 1 10 1 10 1 10 1 03 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 0 0 0 0 673 299 279 1181 0 0 1434 193 Lane and Saturated Flow Worksheet D ® 0 0 0 0 H1 D � ® D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 979 0 850 0 850 Flt Protected 0 978 0 950 Satd Flow (prot) 3567 1583 3539 5588 5588 1583 Frt Perm. 0 979 0 850 0 850 Flt Perm 0 978 0 950 Satd Flow (perm) 3567 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 SH 183 EBFR & Belt Line Road ® 0F _r] 0 N 0 M November 6, 1997 Volume Worksheet 11 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT LEI ® 0 0 H Fq 0 LD La ® F H1 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 445 89 224 0 0 0 0 1321 39 229 1786 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 494 99 249 0 0 0 0 1468 43 254 1984 0 Lane Util. Factor 1 10 1 10 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 15 1 15 1 15 Lane Group Flow (vph) 272 380 249 0 0 0 0 1615 43 234 2340 0 Lane and Saturated Flow Worksheet Efl ® 0F _r] 0 N 0 M L_1 ® 11 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 0 0 0 0 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 1770 No Yes 5588 Yes Yes 5583 No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 966 0 950 0 999 Satd Flow (prot) 1770 3599 1583 5588 1583 1770 5583 Frt Perm. 0 850 0 850 Flt Perm 0 950 0 966 0 950 0 999 Satd Flow (perm) 1770 3599 1583 5588 1583 1770 5583 Area Type Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Willow Creek Drive & Belt Line Road 0% 2% 0 0 November 6, 1 Volume Worksheet LIM 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL Ffl ® Lanes 0 2 1 0 1 1 F&I ® 11 0 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 41 22 109 125 71 224 156 1186 64 101 1750 85 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 46 24 121 139 79 249 173 1318 71 112 1944 94 Lane Util Factor 1 05 1 05 1 00 1 00 1 00 1 00 1 00 1 10 1 10 100 1 10 1 00 Lane Group Flow (vph) 0 73 121 0 218 249 173 1528 0 112 2138 94 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Fri: Protected Flt Protected Satd. Flow (prot) Fri: Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 968 3606 1583 0 850 0 692 2578 1583 0 850 0% 2% 0 0 0 992 0 969 0 950 1805 1583 1770 5544 0 850 0 992 0 798 0 950 1486 1583 1770 5544 0% 2% 0 0 0 0 LIM 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 1 0 1 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Fri: Protected Flt Protected Satd. Flow (prot) Fri: Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 968 3606 1583 0 850 0 692 2578 1583 0 850 0% 2% 0 0 0 992 0 969 0 950 1805 1583 1770 5544 0 850 0 992 0 798 0 950 1486 1583 1770 5544 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 0% 2% 0 0 0 0 0 850 0 950 1770 5588 1583 0 850 0 950 1770 5588 1583 Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Pioneer Drive & Belt Line Road November 6, 1997 Volume Worksheet ® a] LO D N ® La ® [D D EBL r M ® d) 41 NBL L! " j -1 F1 LD La ® LD 2 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 103 184 168 177 403 147 197 988 127 239 1347 222 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 114 204 187 197 448 163 219 1098 141 266 1497 247 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 114 410 0 197 641 0 226 1208 141 274 1647 247 Lane and Satur Flow Worksheet 0 0 0 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Lfl ® a] LO D N ® La ® [D D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 0 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 0 928 0 960 0 950 0 950 1770 3457 1770 3576 0 928 0 960 0 950 0 950 1770 3457 1770 3576 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 Conflans Road & Belt Line Road No 6, 1997 Volume Worksheet r Lane and Saturated Flow Worksheet M ® d) Fil 1:...1 21 S] M La ® L11 D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 94 74 183 38 99 147 100 1103 44 99 1385 41 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 104 82 203 42 110 163 111 1226 49 110 1539 46 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 104 82 203 42 273 0 111 1403 0 110 1744 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 LEI a a] Fr] H N H1 L La ® M H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 1 1 1 0 1 3 0 1 3 0 Ideal Flow (vphp1) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 910 0 994 0 996 Flt Protected 0 950 0 950 0 950 0 950 Satd. Flow (prot) 1770 1863 1583 1770 1695 1770 5555 1770 5566 Frt Perm. 0 850 0 910 0 994 0 996 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1863 1583 1770 1695 1770 5555 1770 5566 Area Type Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 Rock Island Road & Belt Line Road November 6, 1997 Volume Worksheet 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5538 0 850 0 850 0 991 LIM 0 950 0 950 EBL EBT D WBL WBT 41- 0 0 0 0 La ®0 1 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 45 105 36 289 287 137 61 817 137 193 1370 87 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 50 117 40 321 319 152 68 908 152 214 1522 97 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 00 100 1 10 1 10 Lane Group Flow (vph) 50 157 0 321 319 152 68 999 152 214 1781 0 Lane and Saturated Flow W orksheet 0 0 0 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0 962 0 950 1770 1792 0 962 0 950 1770 1792 0 850 0 950 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5538 0 850 0 850 0 991 LIM 0 950 0 950 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 0 1 1 1 1 3 1 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No No No No No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 962 0 950 1770 1792 0 962 0 950 1770 1792 0 850 0 950 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5538 0 850 0 850 0 991 0 950 0 950 0 950 1770 1863 1583 1770 5588 1583 1770 5538 0 850 0 991 Other Synchro 3 Report PM Peak Hour Pattern , Unknown Page 1 Shady Grove Road & Belt Line Road ® 5fl D E L29 E November 6, 1997 Volume Worksheet L19 L H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR ,— �fl © 0 0 D 0 0 LD D N O D 2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 87 151 52 183 213 314 40 756 135 383 1082 110 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 97 168 58 203 237 349 44 840 150 426 1202 122 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 00 1 00 1 05 1 00 Lane Group Flow (vph) 97 226 0 203 237 349 44 882 150 426 1262 122 Lane and Saturated Flow Worksheet Grade ( %) ® 5fl D E L29 E a E L19 L H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 2 1 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 3725 Yes No 3725 No No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles ( %) 0% 2% Bus Stops ( # /hr) 0 0 Parking ( # /hr) 2% Frt Protected 2% 0 961 Flt Protected 0 950 Satd Flow (prot) 1770 1790 Frt Perm 0 0 961 Flt Perm. 0 321 0 Satd Flow (perm) 598 1790 Area Type. Other I--- Synchro 3 Report PM Peak Hour Pattern , Unknown Page I 0% 0% 0% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0.220 0 118 0 108 410 1863 1583 220 3725 1583 201 3725 1583 I--- Synchro 3 Report PM Peak Hour Pattern , Unknown Page I Oakdale Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) M D F+11 D U HI EBL EBR NBL NBT SBT SBR 39 52 34 972 1379 31 090 090 090 090 090 090 43 58 38 1080 1532 34 1 00 1 00 1 00 1 05 1 05 1 05 43 58 38 1134 1645 0 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 a] H1 M LD EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 997 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 1583 1770 3725 3714 Frt Perm. 0 850 0 997 Flt Perm. 0 950 0 084 Satd. Flow (perm) 1770 1583 156 3725 3714 Area Type Other Synchro 3 Report , Unknown PM Peak Hour Pattern Page 1 Southern Software Input Values Late Evening Valley View Lane & Belt Line Road November 6, 1997 Volume Worksheet M ® a] 2J E [9 KI LD La L3 F H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 96 47 2 5 89 15 7 618 8 8 758 117 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 107 52 2 6 99 17 8 687 9 9 842 130 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 107 54 0 6 99 17 8 766 0 9 1069 0 Lane and Saturated Flow Worksheet a] 0 Ej IN 0 If 13 RJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 994 0 850 0 998 0 980 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1852 1770 1863 1583 1770 5577 1770 5476 Frt Perm 0 994 0 850 0 998 0 980 Fit Perm. 0 491 0 798 0 108 0 195 Satd Flow (perm) 915 1852 1486 1863 1583 201 5577 363 5476 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Belt Line Road & SH 161 WBFR November 6 1997 Volume Worksheet �- D LD 21 ® LD D D 0 0 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 108 608 0 0 661 86 0 0 0 262 40 11 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 120 676 0 0 734 96 0 0 0 291 44 12 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 10 1 10 1 00 Lane Group Flow (vph) 120 744 0 0 913 0 0 0 0 160 208 12 Lane and Saturat Fl Worksheet ® D NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes Yes Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 983 0 850 Fit Protected 0 950 0 950 0 963 Satd Flow (prot) 1770 5588 5493 1770 3588 1583 Frt Perm. 0 983 0 850 Fit Perm. 0 147 0 950 0 963 Satd Flow (perm) 274 5588 5493 1770 3588 1583 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Belt Line Road & SH 161 EBFR November 6, 1997 Volume Worksheet D rq D ® LD ki Z) A L�j A 0 M Lanes NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 0 626 411 10 909 0 59 74 9 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 696 457 11 1010 0 66 82 10 0 0 0 Lane Util Factor 1 10 1 10 1 10 1 00 1 10 1 10 1 05 1 05 1 00 1 00 100 1 00 Lane Group Flow (vph) 0 1269 0 11 1111 0 69 86 10 0 0 0 Lane and Saturated Flow Worksheet Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type Other 2% 2% 0 0 0 0 0 0 0 941 0 950 5259 1770 5588 0 941 0 106 5259 197 5588 2% 2% 0 0 0 0 0 0 0 850 0 950 1770 1863 1583 0 850 0 950 1770 1863 1583 Synchro 3 Report Late Evening Pattern , Unknown Page 1 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type Other 2% 2% 0 0 0 0 0 0 0 941 0 950 5259 1770 5588 0 941 0 106 5259 197 5588 2% 2% 0 0 0 0 0 0 0 850 0 950 1770 1863 1583 0 850 0 950 1770 1863 1583 Synchro 3 Report Late Evening Pattern , Unknown Page 1 Story Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util Factor Lane Group Flow (vph) D 0 M 0 ❑fI ® WBL WBR NBT NBR SBL SBT 350 362 674 188 176 781 090 090 090 090 090 090 389 402 749 209 196 868 103 100 110 100 100 110 401 402 824 209 196 955 Lane and Saturated Flow Worksheet Area Type. Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 La L9 LD ❑fI ® LO WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 Satd Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 176 Satd Flow (perm) 3539 1583 5588 1583 328 5588 Area Type. Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Walnut Hill Lane & Belt Line Road November 6, 1997 Volume Worksheet HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 83 112 35 184 143 62 54 750 221 85 619 77 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 92 124 39 204 159 69 60 833 246 94 688 86 Lane Util Factor 1 03 1 05 1 05 1 03 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 95 171 0 210 239 0 62 916 246 97 757 86 Lane and Saturated Flow Worksheet 12 12 12 12 12 12 Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Fit Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0% 2% 0 0 0 964 0 950 3539 3591 0 964 0 950 3539 3591 Other 0% 2% 0 0 0 0 955 0 950 3539 3558 0 955 0 950 3539 3558 0% 0% 2% 2% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2 2 0 2 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No 5588 Yes No 5588 Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 2% 0 0 0 964 0 950 3539 3591 0 964 0 950 3539 3591 Other 0% 2% 0 0 0 0 955 0 950 3539 3558 0 955 0 950 3539 3558 Synchro 3 Report , Unknown Late Evening Pattern Page 1 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report , Unknown Late Evening Pattern Page 1 Country Club Road & Belt Line Road N o ve mbe r 6, 1997 V o l u m e Worksheet oaa41-Ej ooa] aar EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 45 43 25 83 65 50 43 797 63 33 988 47 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 50 48 28 92 72 56 48 886 70 37 1098 52 Lane Util Factor 1 05 1 05 1 05 1 05 1 05 1 05 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 132 0 0 232 0 48 1052 0 37 1265 0 Lane and Saturated Flow Worksheet ® a] Lo E L9 H) M La EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 967 0 962 0 989 0 993 Flt Protected 0 980 0 980 0 950 0 950 Satd Flow (prot) 3530 3512 1770 5527 1770 5549 Frt Perm. 0 967 0 962 0 989 0 993 Flt Perm. 0 728 0 778 0 950 0 950 Satd Flow (perm) 2623 2788 1770 5527 1770 5549 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Northgate Drive & Belt Line Road November 6 , 1997 Volume Worksheet pq ® � Lij EJ L9 El 21 F&I ® F11 H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 97 194 155 140 211 104 194 877 128 96 987 130 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 108 216 172 156 234 116 216 974 142 107 1097 144 Lane Util Factor 1 00 1 05 1 00 1 00 1 05 1 00 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 108 227 172 156 246 116 222 1071 142 110 1207 144 Lane and Saturated Flow Worksheet o ®oaoL9HI 0% 0% Mo®DHI 0% 0% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Frt Protected No No 0 850 No No 0 850 No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type. Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Finley Road & Belt Line Road N 6, 1997 Volume Worksheet ® lam! FA M a ® H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 40 0 23 90 47 89 42 1303 118 77 1247 15 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 44 0 26 100 52 99 47 1448 131 86 1386 17 Lane Util Factor 1 05 1 05 1 05 1 05 1 05 105 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 0 73 0 0 264 0 47 1593 131 86 1544 0 Lane and Saturated Flow Worksheet �E�ooaoaID o®ID a EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 944 0 941 0 850 0 998 Flt Protected 0 969 0 980 0 950 0 950 r Satd Flow (prot) 3408 3436 1770 5588 1583 1770 5577 Frt Perm 0 944 0 941 0 850 0 998 Fit Perm. 0 635 0 842 0 950 0 950 Satd Flow (perm) 2233 2952 1770 5588 1583 1770 5577 Area Type. Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Rochelle Road & Belt Line Road November 6, 1997 Volume Worksheet ® a ❑'` EJ L�J F LD La ® LD RJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 93 141 97 125 146 77 87 1046 100 109 1109 36 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 103 157 108 139 162 86 97 1162 111 121 1232 40 Lane Util Factor 1 00 1 00 1 00 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 103 157 108 139 260 0 100 1278 111 125 1355 40 Lane and Saturated Flow Worksheet 12 12 12 12 12 12 0% Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0 850 0 948 0 950 0 950 1770 1863 1583 1770 3532 0 850 0 948 0 950 0 950 1770 1863 1583 1770 3532 Other 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report , Unknown Late Evening Pattern Page 1 D F HI M E ® LD n EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 948 0 950 0 950 1770 1863 1583 1770 3532 0 850 0 948 0 950 0 950 1770 1863 1583 1770 3532 Other 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report , Unknown Late Evening Pattern Page 1 Strait Street & Belt Line Road November 6, 1997 Volume Worksheet D ® a] LO E F H) LO La L3 M HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 9 4 11 70 4 23 20 1176 16 10 1177 4 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 10 4 12 78 4 26 22 1307 18 11 1308 4 Lane Util Factor 1 00 1 00 1 00 100 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 26 0 0 108 0 22 1458 0 11 1443 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0% ® a] 21 E IN H M 2 ® LD a EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 1416 Yes Yes 1770 Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm Flt Perm. Satd Flow (perm) Area Type 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 838 0 867 0 998 0 981 0 965 0 950 0 950 1531 1558 1770 5577 1770 5588 0 838 0 867 0 998 0 898 0 877 0 950 0 950 1402 1416 1770 5577 1770 5588 Other 0 Synchro 3 Report , Unknown Late Evening Pattern Page 1 Grande Bulevar & Belt Line Road November 6, 1997 Volume Worksheet M ® a Lij E lij H1 Lo La 29 [D H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 87 2 59 18 5 8 61 1067 3 8 1105 88 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 97 2 66 20 6 9 68 1186 3 9 1228 98 Lane LIN Factor 1 00 1 00 1 00 100 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 97 68 0 0 35 0 68 1308 0 9 1351 98 Lane and Saturated Flow Worksheet 21 F L9 EJ ® L EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 854 0 865 0 850 Flt Protected 0 950 0 972 0 950 0 950 Satd Flow (prot) 1770 1591 1566 1770 5588 1770 5588 1583 Frt Perm. 0 854 0 865 0 850 Flt Perm. 0 921 0 845 0 950 0 950 Satd Flow (perm) 1716 1591 1362 1770 5588 1770 5588 1583 Area Type. Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Irving Mall Entrance & Belt Line Road November 6, 1997 Volume Worksheet D ©DL�IFjaHj [fO1 00 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 92 11 85 62 8 65 132 1174 13 68 1292 59 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 102 12 94 69 9 72 147 1304 14 76 1436 66 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 114 94 0 150 0 147 1449 0 76 1580 66 Lane and Saturated Flow Worksheet M ® 51 L0 E L9 E L La ® LD H) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes 0 950 No Yes Yes No 1783 Yes No 1770 No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 835 0 998 0 850 Flt Protected 0 957 0 978 0 950 0 950 Satd Flow (prot) 1783 1583 1521 1770 5577 1770 5588 1583 �- Frt Perm. 0 850 0 835 0 998 0 850 Flt Perm. 0 565 0 819 0 950 0 950 Satd Flow (perm) 1052 1583 1274 1770 5577 1770 5588 1583 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page I SH 183 WBFR & Belt Line Road November 6, 1997 Volume Worksheet F—Y] OOOaao EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 194 151 168 165 617 0 0 966 212 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 216 168 187 183 686 0 0 1073 236 Lane Util Factor 1 00 1 00 1 00 1 10 1 10 1 10 103 1 10 1 10 1 10 1 10 100 Lane Group Flow (vph) 0 0 0 0 437 192 188 755 0 0 1180 236 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 995 0 850 0 850 Flt Protected 0 973 0 950 Satd Flow (prot) 3607 1583 3539 5588 5588 1583 Frt Perm. 0 995 0 850 0 850 Flt Perm. 0 973 0 950 Satd Flow (perm) 3607 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 SH 183 EBF & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) aaoaHooE ® a] z D rq S] T 0 0 0 ®LD HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 303 86 185 0 0 0 0 1021 33 200 1053 0 090 090 090 090 090 090 090 090 090 090 090 090 337 96 206 0 0 0 0 1134 37 222 1170 0 110 110 100 100 100 100 110 110 100 115 115 115 186 291 206 0 0 0 0 1247 37 188 1413 0 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type ® a] z D rq S] T 0 0 0 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 0 0 0 0 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes Yes No Yes Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 950 0 998 5588 1583 1770 5577 0 850 0 950 0 998 5588 1583 1770 5577 Synchro 3 Report Late Evening Pattern , Unknown Page 1 0% 0% 2% 2% 0 0 0 0 0 0 850 0 950 0 969 1770 3610 1583 0 850 0 950 0 969 1770 3610 1583 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 950 0 998 5588 1583 1770 5577 0 850 0 950 0 998 5588 1583 1770 5577 Synchro 3 Report Late Evening Pattern , Unknown Page 1 Willow Creek Drive & Belt Line Road LEI ® d1 r �]- 0 LS N 6, 1997 Volume Worksheet y EBL EBT EBR WBL WBT WBR NBL NBT r -fl SBL SBT SBR Lanes 0 o 1 0 1 1 1 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 28 27 78 113 43 158 73 906 43 86 1164 50 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 31 30 87 126 48 176 81 1007 48 96 1293 56 Lane Util Factor 1 05 1 05 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 65 87 0 174 176 81 1161 0 96 1422 56 Lane and Saturated Flow Worksheet Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 LEI ® d1 r �]- 0 LS F+ y EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 1 0 1 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 993 0 850 Flt Protected 0 975 0 965 0 950 0 950 Satd Flow (prot) 3632 1583 1798 1583 1770 5549 1770 5588 1583 Frt Perm 0 850 0 850 0 993 0 850 Flt Perm. 0 774 0 794 0 950 0 950 Satd. Flow (perm) 2884 1583 1479 1583 1770 5549 1770 5588 1583 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Pioneer Drive & Belt Line Road ® d) 10 E L11 KI M November 6, 1997 Volume Worksheet ID H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT D ®O�O�DFT] 2 0 1 2 0 2 Fril©0H) 1 2 3 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 105 175 108 116 193 110 126 729 112 180 832 190 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 117 194 120 129 214 122 140 810 124 200 924 211 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 1 03 1 10 100 1 03 1 10 1 00 Lane Group Flow (vph) 117 330 0 129 353 0 144 891 124 206 1016 211 Lane and Saturated Flow Worksheet Grade ( %) ® d) 10 E L11 KI M F ® ID H1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 0 1 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 3524 Yes No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 943 0 946 Flt Protected 0 950 0 950 Satd Flow (prot) 1770 3513 1770 3524 Frt Perm. 0 943 0 946 Flt Perm. 0 950 0 950 Satd Flow (perm) 1770 3513 1770 3524 Area Type Other 0% 2% 0 0 0 0% 2% 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report , Unknown Late Evening Pattern Page 1 Conflans Road & Belt Line Road 0 950 1770 1863 1583 1770 1682 0 950 0 850 0 903 0 950 0 950 November 6, 1997 Volume Worksheet 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 1 0 1 3 0 1 3 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 134 68 111 40 61 111 72 763 21 122 969 68 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 149 76 123 44 68 123 80 848 23 136 1077 76 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 149 76 123 44 191 0 80 958 0 136 1269 0 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 850 0 903 0 950 0 950 1770 1863 1583 1770 1682 0 950 0 850 0 903 0 950 0 950 1770 1863 1583 1770 1682 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 1 0 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No Yes No Yes No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 903 0 950 0 950 1770 1863 1583 1770 1682 0 950 0 850 0 903 0 950 0 950 1770 1863 1583 1770 1682 Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 0 996 0 990 0 950 0 950 1770 5566 1770 5532 0 996 0 990 0 950 0 950 1770 5566 1770 5532 Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Rock Island Road & Belt Line Road ® dJ D E rq D November 6, 1997 Volume Worksheet ® ID Heavy Vehicles ( %) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL a®a21 SBR Lanes 1 1 oLN 1 000®oEJ 1 1 3 1 1 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 30 96 43 164 91 125 23 554 127 176 752 37 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 33 107 48 182 101 139 26 616 141 196 836 41 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 100 1 00 1 10 1 10 Lane Group Flow (vph) 33 155 0 182 101 139 26 678 141 196 965 0 Lane and Saturated Flow Worksheet 0 ® dJ D E rq D M E ® ID Heavy Vehicles ( %) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No 0 850 Yes No 0 850 No No Flt Protected No No 0 950 Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 953 0 850 0 850 0 993 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1775 1770 1863 1583 1770 5588 1583 1770 5549 Frt Perm. 0 953 0 850 0 850 0 993 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1775 1770 1863 1583 1770 5588 1583 1770 5549 Area Type Other A Synchro 3 Report Late Evening Pattern , Unknown Page 1 Shady Grove Road & Belt Line Road Novembe 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 65 92 36 71 81 189 38 497 68 221 566 85 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 72 102 40 79 90 210 42 552 76 246 629 94 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 00 1 00 105 1 00 Lane Group Flow (vph) 72 142 0 79 90 210 42 580 76 246 660 94 Lane and Saturated Flow Worksheet ® 51 0 E I�q H1 La M HI EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 2 1 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 958 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1785 1770 1863 1583 1770 3725 1583 1770 3725 1583 Frt Perm. 0 958 0 850 0 850 0 850 Flt Perm. 0 538 0 510 0.233 0.207 Satd Flow (perm) 1002 1785 950 1863 1583 434 3725 1583 386 3725 1583 Area Type Other Synchro 3 Report Late Evening Pattern , Unknown Page 1 Oakdale Road & Belt Line Road No 6, 1 Volume Worksheet r-- Volume (vph) Peak Hour Factor Adj. Flow (vph) Lane Util Factor Lane Group Flow (vph) La ne and S Fl Worksheet Lfl a] In LID EBL EBR NBL NBT SBT SBR 23 29 18 722 731 32 090 090 090 090 090 090 26 32 20 802 812 36 1 00 1 00 1 00 1 05 1 05 1 05 26 32 20 842 891 0 La ne and S Fl Worksheet Area Type. Other Synchro 3 Report , Unknown Late Evening Pattern Page 1 Lfl a] In LID 21 EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 994 Flt Protected 0 950 0 950 Satd. Flow (prot) 1770 1583 1770 3725 3703 Frt Perm. 0 850 0 994 Flt Perm. 0 950 0 128 Satd. Flow (perm) 1770 1583 238 3725 3703 Area Type. Other Synchro 3 Report , Unknown Late Evening Pattern Page 1 _,w- Southern Software Input Values Saturday Valley View Lane & Belt Line Road November 6, 1997 Volume Worksheet ® ® L J EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 126 14 9 1 25 4 9 972 7 38 1046 95 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 140 16 10 1 28 4 10 1080 8 42 1162 106 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 140 26 0 1 28 4 10 1197 0 42 1395 0 Lane and Saturated Flow Worksheet ® ) EBL E® E® W® W® W® N® N® S SB ® T SB Lanes 1 1 0 1 1 1 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 942 0 850 0 999 0 987 Flt Protected 0 950 0 950 0 950 0 950 .- Satd Flow (prot) 1770 1755 1770 1863 1583 1770 5583 1770 5516 Frt Perm. 0 942 0 850 0 999 0 987 Flt Perm. 0 713 0 871 0 082 0 090 Satd Flow (perm) 1328 1755 1622 1863 1583 153 5583 168 5516 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Belt Line Road & SH 161 WBFR November 6, 1997 Volume Worksheet 0 0 ® 0 I!8 z 21 rq NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 20 926 0 0 851 73 0 0 0 335 38 7 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 22 1029 0 0 946 81 0 0 0 372 42 8 Lane Util Factor 1 00 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 00 1 10 1 10 1 00 Lane Group Flow (vph) 22 1132 0 0 1130 0 0 0 0 205 250 8 Lane and Saturated Flow Worksheet 61 21 LM Fq F4 I NBL NBT NBR SBL SBT SBR NEIL NET NER SWL SWT SWR Lanes 1 3 0 0 3 0 0 0 0 1 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes Yes Yes Yes Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 988 0 850 Flt Protected 0 950 0 950 0 961 Satd Flow (prot) 1770 5588 5521 1770 3580 1583 Frt Perm. 0 988 0 850 Flt Perm. 0 107 0 950 0 961 Satd Flow (perm) 199 5588 5521 1770 3580 1583 Area Type. Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Belt Line Road & SH 161 EBFR 0% ® F41 � 21 A November 6, 1997 Volume Worksheet 2% 2% NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT Lo 0® 0 W W Z) A�9 0 [L 21 M 0 NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Volume (vph) 0 899 465 2 1051 0 38 36 7 0 0 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 999 517 2 1168 0 42 40 8 0 0 0 Lane Util Factor 1 10 1 10 1 10 1 00 1 10 1 10 105 1 05 1 00 1 00 1 00 1 00 Lane Group Flow (vph) 0 1668 0 2 1285 0 42 44 8 0 0 0 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% ® F41 � 21 A L�j r i 2% 2% NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lanes 0 3 0 1 3 0 1 1 1 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes No Yes Yes 0 950 No Yes Satd Flow (perm) Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 949 0 850 Flt Protected 0 950 0 950 0 998 .- Satd Flow (prot) 5303 1770 5588 1770 1859 1583 Frt Perm. 0 949 0 850 Flt Perm. 0 096 0 950 0 998 Satd Flow (perm) 5303 179 5588 1770 1859 1583 Area Type. Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page I Story Road & Belt Line Road November 6, 1997 Volume Worksheet D O D O® O WBL WBR NBT NBR SBL SBT Volume (vph) 225 187 1160 287 181 1140 Peak Hour Factor 090 090 090 090 090 090 Adj. Flow (vph) 250 208 1289 319 201 1267 Lane Util. Factor 1 03 1 00 1 10 1 00 1 00 1 10 Lane Group Flow (vph) 258 208 1418 319 201 1394 Lane and Saturated Flow Worksheet 23 L9 FT] FrI ® M WBL WBR NBT NBR SBL SBT Lanes 2 1 3 1 1 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No No Lane Width (ft) 12 12 12 12 12 12 Grade ( %) 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% Bus Stops (*/hr) 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 Flt Protected 0 950 0 950 �- Satd Flow (prot) 3539 1583 5588 1583 1770 5588 Frt Perm. 0 850 0 850 Flt Perm. 0 950 0 094 Satd Flow (perm) 3539 1583 5588 1583 175 5588 Area Type Other Synchro 3 Report P 013776 600 DISC\ 602 CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008 SY5 , Unknown Page 1 Walnut Hill Lane & Belt Line Road 0% 0% Heavy Vehicles ( %) November 6, 1997 Volume Worksheet 2% Bus Stops ( # /hr) 0 0 0 0 EBL EBT EBR WBL WBT WBR NBL NBT D ® a] 1B EJ LS H1 0 0 2 0 2 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 157 166 68 323 176 137 100 1008 247 197 968 76 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 174 184 76 359 196 152 111 1120 274 219 1076 84 Lane Util. Factor 1 03 1 05 1 05 1 03 1 05 1 05 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 179 273 0 370 366 0 114 1232 274 226 1184 84 Lane and Saturated Flow Worksheet Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 2 2 0 2 2 0 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No Yes No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% Heavy Vehicles ( %) 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 956 0 934 Flt Protected 0 950 0 950 Satd Flow (prot) 3539 3562 3539 3480 Frt Perm. 0 956 0 934 Flt Perm. 0 950 0 950 Satd Flow (perm) 3539 3562 3539 3480 Area Type Other 0% 2% 0 0 0 0% 2% 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report P•\ 013776 600 DISC \602CIVIL \602ATRAF \SYNCHRO \SATURDAY \SAT008 SY5 , Unknown Page 1 Country Club Road & Belt Line Road November 6, 1997 Volume Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 50 48 28 92 72 56 48 886 70 37 1098 52 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 56 53 31 102 80 62 53 984 78 41 1220 58 Lane Util Factor 105 105 1 05 105 105 1 05 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 148 0 0 256 0 53 1168 0 41 1406 0 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 967 0 962 0 989 0 993 Flt Protected 0 980 0 980 0 950 0 950 Satd Flow (prot) 3530 3512 1770 5527 1770 5549 Frt Perm. 0 967 0 962 0 989 0 993 Flt Perm. 0 692 0 757 0 950 0 950 Satd Flow (perm) 2493 2713 1770 5527 1770 5549 Area Type Other Synchro 3 Report P-\ 013776\ 600DISC \602CIVIL \602ATRAF \SYNCHRO \SATURDAY \SAT008.SY5 , Unknown Page I Northgate Drive & Belt Line Road November 6, 1997 Volume Worksheet a ©ate LS H1 LDo®ED F1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 172 248 191 177 223 60 321 1338 99 129 1401 124 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 191 276 212 197 248 67 357 1487 110 143 1557 138 Lane Util Factor 1 00 1 05 1 00 1 00 1 05 1 00 1 03 1 10 1 00 1 03 1 10 1 00 Lane Group Flow (vph) 191 290 212 197 260 67 368 1636 110 147 1713 138 Lane and Saturated Flow Worksheet ELI ® a] 21 E3 LS H1 [a ® LD EJ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 2 1 1 2 1 2 3 1 2 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No No No No No No No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 850 0 850 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Frt Perm. 0 850 0 850 0 850 0 850 Flt Perm. 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 3725 1583 1770 3725 1583 3539 5588 1583 3539 5588 1583 Area Type Other Synchro 3 Report P• \01 3776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Finley Road & Belt Line Road November 6, 1997 Volume Worksheet Fil ® EJ ID D ® ED El EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 59 58 76 127 66 142 149 1781 195 124 1945 36 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 66 64 84 141 73 158 166 1979 217 138 2161 40 Lane Util Factor 1 05 1 05 1 05 1 05 1 05 1 05 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 0 224 0 0 391 0 166 2177 217 138 2421 0 Lane and Saturated Flow Worksheet ® a LS S M D ® Q EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 0 0 2 0 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 941 0 936 0 850 0 997 Flt Protected 0 985 0 981 0 950 0 950 Satd Flow (prot) 3453 3421 1770 5588 1583 1770 5571 Frt Perm. 0 941 0 936 0 850 0 997 Flt Perm. 0 603 0 673 0 950 0 950 Satd Flow (perm) 2114 2347 1770 5588 1583 1770 5571 Area Type Other Synchro 3 Report P•1 0137761 600DISC1 602CIVIL1 602ATRAF ISYNCHROISATURDAY\SAT008.SY5 , Unknown Page 1 Rochelle Road & Belt Line Road ffJ L L3 M M I IJ D D 0 November 6, 1997 Volume Worksheet LD M M EBL E EBT E EBR W WBL W WBT W WBR N NBL N NBT N NBR S SBL S ® 51 LB Ej L�j H) r — T I r — r * 1 ® LD a] 1 2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 124 228 189 212 198 97 163 1630 272 196 1390 56 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 138 253 210 236 220 108 181 1811 302 218 1544 62 Lane Util Factor 1 00 1 00 1 00 1 00 1 05 1 05 1 03 1 10 1 00 1 03 1 10 100 Lane Group Flow (vph) 138 253 210 236 344 0 186 1992 302 225 1698 62 Lane and Saturated Flow Worksheet Grade ( ° /°) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% 0% 2% 2% 0 0 0 0 0 0 850 0 951 0 950 0 950 1770 1863 1583 1770 3543 0 850 0 951 0 950 0 950 1770 1863 1583 1770 3543 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report P-\O 13776\ 600DISC \602CIVIL \602ATRAF \SYNCHRO \SATURDAY \SAT008.SY5 , Unknown Page 1 ffJ L L3 M M I IJ D D 0 0 L LD M M EBL E EBT E EBR W WBL W WBT W WBR N NBL N NBT N NBR S SBL S SBT S SBR Lanes 1 1 1 1 1 1 1 1 2 2 0 0 2 2 3 3 1 1 2 2 3 3 1 1 Ideal Flow (vphpl) 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 1 1900 Shared Lane? N No N No N No Y Yes N No N No N No N No Lane Width (ft) 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 1 12 /°) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0% 0% 2% 2% 0 0 0 0 0 0 850 0 951 0 950 0 950 1770 1863 1583 1770 3543 0 850 0 951 0 950 0 950 1770 1863 1583 1770 3543 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report P-\O 13776\ 600DISC \602CIVIL \602ATRAF \SYNCHRO \SATURDAY \SAT008.SY5 , Unknown Page 1 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Synchro 3 Report P-\O 13776\ 600DISC \602CIVIL \602ATRAF \SYNCHRO \SATURDAY \SAT008.SY5 , Unknown Page 1 Strait Street & Belt Line Road November 6, 1997 Volume Worksheet �- � ® d La ® D EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 43 8 53 81 3 27 52 1801 43 25 1758 4 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 48 9 59 90 3 30 58 2001 48 28 1953 4 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 0 116 0 0 123 0 58 2254 0 28 2152 0 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 0 0 1 0 1 3 0 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 831 0 867 0 996 Flt Protected 0 980 0 965 0 950 0 950 . - Satd Flow (prot) 1517 1558 1770 5566 1770 5588 Frt Perm. 0 831 0 867 0 996 Flt Perm. 0 825 0 626 0 950 0 950 Satd Flow (perm) 1277 1011 1770 5566 1770 5588 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Grande Bulevar & Belt Line Road ® a] Fri E 1 1--u-1 E EBL EBT EBR WBL WBT WBR NBL 1 1 0 0 1 0 November 6, 1997 Volume Worksheet 1900 1900 1900 1900 1900 1900 No 12 Yes Yes Yes No 0 ® 1i 12 12 12 12 0 0% 0 0% EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 209 11 166 49 18 46 142 1789 7 58 1713 213 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj. Flow (vph) 232 12 184 54 20 51 158 1988 8 64 1903 237 Lane Util Factor 1 00 1 00 100 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 232 196 0 0 125 0 158 2196 0 64 2093 237 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type 0 859 0 950 1770 1600 0 859 0 617 1149 1600 Other In ® a] Fri E 1 1--u-1 E EBL EBT EBR WBL WBT WBR NBL 1 1 0 0 1 0 1 1900 1900 1900 1900 1900 1900 1900 No 12 Yes Yes Yes No 12 12 12 12 12 12 12 0 0% 0 0% 2% 2% 0 0 0 0 0 0 0 0 859 0 950 1770 1600 0 859 0 617 1149 1600 Other In 0 ® Q El NBT NBR SBL SBT SBR 3 0 1 3 1 1900 1900 1900 1900 1900 Yes No No 12 12 12 12 12 0% 0% 2% 2% 0 0 0 0 0 0 845 0 999 0 979 0 950 1541 1770 5583 0 845 0 999 0 669 0 950 1053 1770 5583 0 850 0 950 1770 5588 1583 0 850 0 950 1770 5588 1583 Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Irving Mall Entrance & Belt Line Road 0% 0% 2% 2% 0 0 November 6, 1997 Volume Worksheet 0850 0841 0 960 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 168 33 225 101 31 102 384 1754 12 152 1769 111 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 187 37 250 112 34 113 427 1949 13 169 1966 123 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 224 250 0 259 0 427 2158 0 169 2163 123 Lane and Saturated Flow Worksheet Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 0% 2% 2% 0 0 0 0 0 0850 0841 0 960 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 1 1 0 1 0 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes Yes No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 0% 2% 2% 0 0 0 0 0 0850 0841 0 960 0 0 979 1788 1583 1534 0 850 0 841 0 424 0 950 0 715 790 1583 1120 Synchro 3 Report P 013776 600 DISC \ \602ATRAF \SYNCHRO \SATURDAY \SAT008 SY5 , Unknown Page 1 0% 0% 2% 2% 0 0 0 0 0 0 0 0 999 0 850 0 950 0 950 1770 5583 1770 5588 1583 0 999 0 850 0 950 0 950 1770 5583 1770 5588 1583 Synchro 3 Report P 013776 600 DISC \ \602ATRAF \SYNCHRO \SATURDAY \SAT008 SY5 , Unknown Page 1 SH 183 WBFR & Belt Line Road November 6, 1997 Volume Worksheet EA Ej LS Ej] LU F&I ® LD Hj EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 0 0 0 419 555 664 520 1641 0 0 1943 701 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 0 0 0 466 617 738 578 1823 0 0 2159 779 Lane Util Factor 1 00 1 00 1 00 1 10 1 10 1 10 1 03 1 10 1 10 1 10 1 10 1 00 Lane Group Flow (vph) 0 0 0 0 1390 614 595 2005 0 0 2375 779 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 0 0 0 2 1 2 3 0 0 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes Yes Yes Yes No Yes Yes No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 979 0 850 0 850 Flt Protected 0 982 0 950 ®- Satd Flow (prot) 3582 1583 3539 5588 5588 1583 Frt Perm. 0 979 0 850 0 850 Flt Perm. 0 982 0 950 Satd Flow (perm) 3582 1583 3539 5588 5588 1583 Area Type Other Synchro 3 Report P•\ 0137761 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page I SH 183 EBFR & Belt Line Road ® a] La E In ® M November 6, 1997 Volume Worksheet 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Pq © fil LB El L9 H1 a] La ® ED H1 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 1266 224 472 0 0 0 0 1925 62 679 1831 0 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 1407 249 524 0 0 0 0 2139 69 754 2034 0 Lane Util. Factor 1 10 1 10 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 15 1 15 1 15 Lane Group Flow (vph) 774 1048 524 0 0 0 0 2353 69 434 2772 0 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm. Satd Flow (perm) Area Type Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 950 0 992 5588 1583 1770 5544 0 850 0 950 0 992 5588 1583 1770 5544 87 Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 ® a] La E In ® M La 0 850 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 1 0 0 0 0 3 1 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Yes No Yes Yes Yes No Yes Yes 12 12 12 12 12 12 12 12 12 12 12 12 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 950 0 992 5588 1583 1770 5544 0 850 0 950 0 992 5588 1583 1770 5544 87 Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 0% 0% 2% 2% 0 0 0 0 0 0 850 0 950 0 964 1770 3591 1583 0 850 0 950 0 964 1770 3591 1583 Other 0% 0% 2% 2% 0 0 0 0 0 0 0 850 0 950 0 992 5588 1583 1770 5544 0 850 0 950 0 992 5588 1583 1770 5544 87 Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Willow Creek Drive & Belt Line Road November 6, 1997 Volume Worksheet o ®d] 21 DDao oaLD Ej EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 75 36 69 100 76 324 160 1270 87 201 1110 62 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 83 40 77 111 84 360 178 1411 97 223 1233 69 Lane Util Factor 1 05 1 05 1 00 1 00 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 00 Lane Group Flow (vph) 0 129 77 0 195 360 178 1659 0 223 1356 69 Lane and Saturated Flow Worksheet EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 0 2 1 0 1 1 1 3 0 1 3 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? Yes No Yes No No Yes No No Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 850 0 850 0 990 0 850 Flt Protected 0 967 0 972 0 950 0 950 Satd Flow (prot) `— 3603 1583 1811 1583 1770 5532 1770 5588 1583 Frt Perm. 0 850 0 850 0 990 0 850 Flt Perm. 0 635 0 704 0 950 0 950 Satd Flow (perm) 2366 1583 1311 1583 1770 5532 1770 5588 1583 Area Type Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Pioneer Drive & Belt Line Road 0 941 a] 21 E 0 E 0 November 6, 1997 Volume Worksheet 1770 3468 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR ® 2 0 1 2 0 L�J 3 1 2 3 1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 232 240 154 134 238 202 188 1141 89 217 1038 285 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 258 267 171 149 264 224 209 1268 99 241 1153 317 Lane Util Factor 1 00 1 05 1 05 1 00 1 05 1 05 103 110 1 00 1 03 110 1 00 Lane Group Flow (vph) 258 460 0 149 512 0 215 1395 99 248 1268 317 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 0 941 a] 21 E 0 E 0 La 3506 1770 3468 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 2 0 1 2 0 2 3 1 2 3 1 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No Yes No Yes No No No No 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 0 941 0 931 0 950 0 950 1770 3506 1770 3468 0 941 0 931 0 950 0 950 1770 3506 1770 3468 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 0 850 0 850 0 950 0 950 3539 5588 1583 3539 5588 1583 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Conflans Road & Belt Line Road ® 0 I 0 H1 LD November 6, 1997 Volume Worksheet 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT 0 ® 1 0 0 LS El In L::! 0 1 3 0 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 149 76 123 44 68 123 80 848 23 136 1077 75 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 166 84 137 49 76 137 89 942 26 151 1197 83 Lane Util Factor 1 00 1 00 1 00 100 1 00 1 00 1 00 1 10 1 10 1 00 1 10 1 10 Lane Group Flow (vph) 166 84 137 49 213 0 89 1065 0 151 1408 0 Lane and Saturated Flow Worksheet Lanes Ideal Flow (vphpl) Shared Lane? Lane Width (ft) Grade ( %) Heavy Vehicles ( %) Bus Stops ( # /hr) Parking ( # /hr) Frt Protected Flt Protected Satd Flow (prot) Frt Perm. Flt Perm Satd Flow (perm) Area Type 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 ® 0 I 0 H1 LD 0 5566 1770 5532 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1 1 1 1 1 0 1 3 0 1 3 0 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 No No No Yes No Yes No Yes 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 2% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 0 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 0 850 0 904 0 950 0 950 1770 1863 1583 1770 1684 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 0 996 0 990 0 950 0 950 1770 5566 1770 5532 0 996 0 990 0 950 0 950 1770 5566 1770 5532 Other Synchro 3 Report P•\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Rock Island Road & Belt Line Road November 6, 1997 Volume Worksheet r-- ® 2 H1 Lo La EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 33 107 48 182 101 139 25 616 141 195 835 41 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 37 119 53 202 112 154 28 684 157 217 928 46 Lane Util Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 10 1 00 1 00 1 10 1 10 Lane Group Flow (vph) 37 172 0 202 112 154 28 752 157 217 1072 0 Lane and Saturated Flow Worksheet LM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lanes 1 1 0 1 1 1 1 3 1 1 3 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Shared Lane? No Yes No No No No No Yes Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade ( %) 0% 0% 0% 0% Heavy Vehicles ( %) 2% 2% 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking ( # /hr) Frt Protected 0 954 0 850 0 850 0 993 Flt Protected 0 950 0 950 0 950 0 950 Satd Flow (prot) 1770 1777 1770 1863 1583 1770 5588 1583 1770 5549 Frt Perm 0 954 0 850 0 850 0 993 Flt Perm 0 950 0 950 0 950 0 950 Satd Flow (perm) 1770 1777 1770 1863 1583 1770 5588 1583 1770 5549 Area Type Other Synchro 3 Report P-\ 013776\ 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 Shady Grove Road & Belt Line Road 0% 0% Heavy Vehicles ( %) 0% 2% Bus Stops ( # /hr) November 6, 1997 Volume Worksheet Parking ( # /hr) 2% Frt Protected Lanes EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ideal Flow (vphpl) 1 1900 1 1900 0 1900 1 1900 1 1900 1 1900 1 1900 2 1900 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) 72 102 40 79 90 210 42 552 76 245 629 94 Peak Hour Factor 090 090 090 090 090 090 090 090 090 090 090 090 Adj Flow (vph) 80 113 44 88 100 233 47 613 84 272 699 104 Lane Util. Factor 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 05 1 00 1 00 1 05 1 00 Lane Group Flow (vph) 80 157 0 88 100 233 47 644 84 272 734 104 Lane and Saturated Flow Worksheet 1.2 e { / °) 0% 0% Heavy Vehicles ( %) 0% 2% Bus Stops ( # /hr) 0 0 Parking ( # /hr) 2% Frt Protected Lanes EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ideal Flow (vphpl) 1 1900 1 1900 0 1900 1 1900 1 1900 1 1900 1 1900 2 1900 1 1900 1 1900 2 1900 1 1900 Shared Lane? No Yes No No No 1583 No No 1583 No Lane Width (ft) G d ° 12 12 12 12 12 12 12 12 12 12 12 12 1.2 e { / °) 0% 0% Heavy Vehicles ( %) 0% 2% Bus Stops ( # /hr) 0 0 Parking ( # /hr) 2% Frt Protected 2% 0 958 Flt Protected 0 950 Satd Flow (prot) 1770 1785 Frt Perm. 0 0 958 Flt Perm. 0 525 0 Satd Flow (perm) 978 1785 Area Type Other Synchro 3 Report P-1 0137761 600DISC1 602CIVIL1 602ATRAF ISYNCHRO \SATURDAYISAT008.SY5 , Unknown Page 1 0% 0% 0% 2% 2% 2% 0 0 0 0 0 0 0 0 0 0 0 850 0 850 0 850 0 950 0 950 0 950 1770 1863 1583 1770 3725 1583 1770 3725 1583 0 850 0 850 0 850 0 361 0 950 0 950 672 1863 1583 1770 3725 1583 1770 3725 1583 Synchro 3 Report P-1 0137761 600DISC1 602CIVIL1 602ATRAF ISYNCHRO \SATURDAYISAT008.SY5 , Unknown Page 1 s-- Oakdale Road & Belt Line Road November 6, 1997 Volume Worksheet Volume (vph) Peak Hour Factor Adj Flow (vph) Lane Util Factor Lane Group Flow (vph) Ifl a] El a] [D H) EBL EBR NBL NBT SBT SBR 26 32 20 802 812 35 090 090 090 090 090 090 29 36 22 891 902 39 1 00 1 00 1 00 1 05 1 05 1 05 29 36 22 936 988 0 Lane and Saturated Flow Worksheet Grade ( %) 0% a] H1 0% 0% Heavy Vehicles ( %) 2% EBL EBR 2% 2% Bus Stops ( # /hr) 0 0 0 0 0 Parking ( # /hr) 2 0 Ideal Flow (vphpl) 1900 1900 Frt Protected 1900 0 850 1900 Shared Lane? 0 994 Flt Protected 0 950 0 950 Yes Lane Width (ft) Satd. Flow (prot) 1770 1583 1770 3725 3703 Frt Perm 0 850 0 994 Flt Perm. 0 950 0 101 Satd. Flow (perm) 1770 1583 188 3725 3703 Area Type Other U Synchro 3 Report P•\ 0 1 3 7761 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1 LEI a] H1 0 j n EBL EBR NBL NBT SBT SBR Lanes 1 1 1 2 2 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Shared Lane? No No Yes Lane Width (ft) 12 12 12 12 12 12 U Synchro 3 Report P•\ 0 1 3 7761 600DISC\ 602CIVIL\ 602ATRAF \SYNCHRO \SATURDAY\SAT008.SY5 , Unknown Page 1