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HomeMy WebLinkAboutAppendix - Amberleigh South TECHNICAL APPENDIX APPENDIX A APPROVED SCOPING LETTER APPENDIX B TRAFFIC COUNTS File Name : Marsh Oaks Drive and Site Drive Site Code : 04062016 Start Date : 4/6/2016 Page No : 1 Groups Printed- Cars & Trucks N/A Southbound Marsh Oaks Drive Westbound Amberleigh Site Drive Northbound Marsh Oaks Drive Eastbound Start Time Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 43 0 0 43 0 0 16 0 16 1 3 0 0 4 0 63 63 07:15 AM 0 0 0 0 0 0 51 0 0 51 0 0 9 0 9 1 10 0 0 11 0 71 71 07:30 AM 0 0 0 0 0 0 54 0 0 54 0 0 12 0 12 1 14 0 0 15 0 81 81 07:45 AM 0 0 0 0 0 0 47 0 0 47 0 0 15 0 15 2 18 0 0 20 0 82 82 Total 0 0 0 0 0 0 195 0 0 195 0 0 52 0 52 5 45 0 0 50 0 297 297 08:00 AM 0 0 0 0 0 0 47 0 0 47 0 0 10 0 10 4 15 0 0 19 0 76 76 08:15 AM 0 0 0 0 0 0 33 0 0 33 0 0 7 0 7 2 12 0 0 14 0 54 54 08:30 AM 0 0 0 0 0 0 43 0 0 43 0 0 11 0 11 0 23 0 0 23 0 77 77 08:45 AM 0 0 0 0 0 0 36 0 0 36 1 0 7 0 8 1 22 0 0 23 0 67 67 Total 0 0 0 0 0 0 159 0 0 159 1 0 35 0 36 7 72 0 0 79 0 274 274 *** BREAK *** 04:00 PM 0 0 0 0 0 0 26 0 0 26 0 0 2 0 2 9 25 0 0 34 0 62 62 04:15 PM 0 0 0 0 0 0 27 0 0 27 0 0 6 0 6 1 60 0 0 61 0 94 94 04:30 PM 0 0 0 0 0 0 25 0 0 25 0 0 4 0 4 5 40 0 0 45 0 74 74 04:45 PM 0 0 0 0 0 0 26 0 0 26 0 0 4 0 4 8 36 0 0 44 0 74 74 Total 0 0 0 0 0 0 104 0 0 104 0 0 16 0 16 23 161 0 0 184 0 304 304 05:00 PM 0 0 0 0 0 0 23 0 0 23 0 0 5 0 5 5 41 0 0 46 0 74 74 05:15 PM 0 0 0 0 0 0 25 1 0 26 0 0 7 0 7 11 47 0 0 58 0 91 91 05:30 PM 0 0 0 0 0 0 26 2 0 28 2 0 8 0 10 15 45 0 0 60 0 98 98 05:45 PM 0 0 0 0 0 0 26 0 0 26 1 0 7 0 8 11 51 0 0 62 0 96 96 Total 0 0 0 0 0 0 100 3 0 103 3 0 27 0 30 42 184 0 0 226 0 359 359 Grand Total 0 0 0 0 0 0 558 3 0 561 4 0 130 0 134 77 462 0 0 539 0 1234 1234 Apprch %0 0 0 0 99.5 0.5 3 0 97 14.3 85.7 0 Total %0 0 0 0 0 45.2 0.2 45.5 0.3 0 10.5 10.9 6.2 37.4 0 43.7 0 100 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Marsh Oaks Drive and Site Drive Site Code : 04062016 Start Date : 4/6/2016 Page No : 2 N/A Southbound Marsh Oaks Drive Westbound Amberleigh Site Drive Northbound Marsh Oaks Drive Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 0 0 51 0 51 0 0 9 9 1 10 0 11 71 07:30 AM 0 0 0 0 0 54 0 54 0 0 12 12 1 14 0 15 81 07:45 AM 0 0 0 0 0 47 0 47 0 0 15 15 2 18 0 20 82 08:00 AM 0 0 0 0 0 47 0 47 0 0 10 10 4 15 0 19 76 Total Volume 0 0 0 0 0 199 0 199 0 0 46 46 8 57 0 65 310 % App. Total 0 0 0 0 100 0 0 0 100 12.3 87.7 0 PHF .000 .000 .000 .000 .000 .921 .000 .921 .000 .000 .767 .767 .500 .792 .000 .813 .945 N/A M a r s h O a k s D r i v e M a r s h O a k s D r i v e Amberleigh Site Drive Right 0 Thru 0 Left 0 InOut Total 0 0 0 Rig h t 0 Th r u 19 9 Le f t 0 Ou t To t a l In 57 19 9 25 6 Left 46 Thru 0 Right 0 Out TotalIn 8 46 54 Le f t 0 Th r u 57 Ri g h t 8 To t a l Ou t In 24 5 65 31 0 Peak Hour Begins at 07:15 AM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Marsh Oaks Drive and Site Drive Site Code : 04062016 Start Date : 4/6/2016 Page No : 3 N/A Southbound Marsh Oaks Drive Westbound Amberleigh Site Drive Northbound Marsh Oaks Drive Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 23 0 23 0 0 5 5 5 41 0 46 74 05:15 PM 0 0 0 0 0 25 1 26 0 0 7 7 11 47 0 58 91 05:30 PM 0 0 0 0 0 26 2 28 2 0 8 10 15 45 0 60 98 05:45 PM 0 0 0 0 0 26 0 26 1 0 7 8 11 51 0 62 96 Total Volume 0 0 0 0 0 100 3 103 3 0 27 30 42 184 0 226 359 % App. Total 0 0 0 0 97.1 2.9 10 0 90 18.6 81.4 0 PHF .000 .000 .000 .000 .000 .962 .375 .920 .375 .000 .844 .750 .700 .902 .000 .911 .916 N/A M a r s h O a k s D r i v e M a r s h O a k s D r i v e Amberleigh Site Drive Right 0 Thru 0 Left 0 InOut Total 0 0 0 Rig h t 0 Th r u 10 0 Le f t 3 Ou t To t a l In 18 7 10 3 29 0 Left 27 Thru 0 Right 3 Out TotalIn 45 30 75 Le f t 0 Th r u 18 4 Ri g h t 42 To t a l Ou t In 12 7 22 6 35 3 Peak Hour Begins at 05:00 PM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Marsh Oaks_Mendenhall Site Code : 00040616 Start Date : 4/6/2016 Page No : 1 Groups Printed- Cars & Trucks Market Street Southbound Marsh Oaks Drive Westbound Market Street Northbound Mendenhall Drive Eastbound Start Time Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 2 294 4 3 300 26 1 33 1 60 1 207 3 1 211 8 0 1 0 9 5 580 585 07:15 AM 2 365 3 2 370 20 2 47 0 69 8 268 1 2 277 5 0 4 0 9 4 725 729 07:30 AM 0 495 9 1 504 36 1 35 0 72 7 294 6 3 307 11 0 4 0 15 4 898 902 07:45 AM 2 397 14 2 413 34 3 30 0 67 6 331 5 3 342 3 1 3 0 7 5 829 834 Total 6 1551 30 8 1587 116 7 145 1 268 22 1100 15 9 1137 27 1 12 0 40 18 3032 3050 08:00 AM 2 397 19 7 418 20 1 41 1 62 8 282 4 5 294 3 1 7 0 11 13 785 798 08:15 AM 2 385 8 1 395 18 0 23 0 41 9 305 10 2 324 4 0 4 0 8 3 768 771 08:30 AM 2 312 7 4 321 28 1 24 0 53 15 323 6 6 344 7 0 3 0 10 10 728 738 08:45 AM 0 423 10 1 433 18 0 25 0 43 15 361 11 2 387 4 0 2 0 6 3 869 872 Total 6 1517 44 13 1567 84 2 113 1 199 47 1271 31 15 1349 18 1 16 0 35 29 3150 3179 *** BREAK *** 04:00 PM 11 372 23 2 406 17 2 13 0 32 12 432 11 4 455 4 0 1 0 5 6 898 904 04:15 PM 8 488 39 1 535 9 1 18 0 28 26 394 12 3 432 1 0 2 0 3 4 998 1002 04:30 PM 7 406 56 2 469 16 0 20 0 36 19 406 8 2 433 4 0 3 0 7 4 945 949 04:45 PM 3 476 30 1 509 10 0 24 0 34 16 393 9 2 418 7 1 6 0 14 3 975 978 Total 29 1742 148 6 1919 52 3 75 0 130 73 1625 40 11 1738 16 1 12 0 29 17 3816 3833 05:00 PM 0 489 59 4 548 11 0 17 0 28 24 390 12 2 426 6 1 4 0 11 6 1013 1019 05:15 PM 3 482 44 3 529 14 4 23 0 41 17 409 18 3 444 4 1 3 1 8 7 1022 1029 05:30 PM 3 437 42 1 482 15 0 17 0 32 22 419 12 0 453 6 0 6 0 12 1 979 980 05:45 PM 1 389 26 0 416 12 4 19 0 35 31 373 15 0 419 3 2 8 0 13 0 883 883 Total 7 1797 171 8 1975 52 8 76 0 136 94 1591 57 5 1742 19 4 21 1 44 14 3897 3911 Grand Total 48 6607 393 35 7048 304 20 409 2 733 236 5587 143 40 5966 80 7 61 1 148 78 13895 13973 Apprch %0.7 93.7 5.6 41.5 2.7 55.8 4 93.6 2.4 54.1 4.7 41.2 Total %0.3 47.5 2.8 50.7 2.2 0.1 2.9 5.3 1.7 40.2 1 42.9 0.6 0.1 0.4 1.1 0.6 99.4 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Marsh Oaks_Mendenhall Site Code : 00040616 Start Date : 4/6/2016 Page No : 2 Market Street Southbound Marsh Oaks Drive Westbound Market Street Northbound Mendenhall Drive Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 495 9 504 36 1 35 72 7 294 6 307 11 0 4 15 898 07:45 AM 2 397 14 413 34 3 30 67 6 331 5 342 3 1 3 7 829 08:00 AM 2 397 19 418 20 1 41 62 8 282 4 294 3 1 7 11 785 08:15 AM 2 385 8 395 18 0 23 41 9 305 10 324 4 0 4 8 768 Total Volume 6 1674 50 1730 108 5 129 242 30 1212 25 1267 21 2 18 41 3280 % App. Total 0.3 96.8 2.9 44.6 2.1 53.3 2.4 95.7 2 51.2 4.9 43.9 PHF .750 .845 .658 .858 .750 .417 .787 .840 .833 .915 .625 .926 .477 .500 .643 .683 .913 Market Street M e n d e n h a l l D r i v e M a r s h O a k s D r i v e Market Street Right 6 Thru 1674 Left 50 InOut Total 1338 1730 3068 Ri g h t 10 8 Th r u 5 Le f t 12 9 Ou t To t a l In 82 24 2 32 4 Left 25 Thru 1212 Right 30 Out TotalIn 1824 1267 3091 Le f t 18 Th r u 2 Rig h t 21 To t a l Ou t In 36 41 77 Peak Hour Begins at 07:30 AM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Marsh Oaks_Mendenhall Site Code : 00040616 Start Date : 4/6/2016 Page No : 3 Market Street Southbound Marsh Oaks Drive Westbound Market Street Northbound Mendenhall Drive Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 3 476 30 509 10 0 24 34 16 393 9 418 7 1 6 14 975 05:00 PM 0 489 59 548 11 0 17 28 24 390 12 426 6 1 4 11 1013 05:15 PM 3 482 44 529 14 4 23 41 17 409 18 444 4 1 3 8 1022 05:30 PM 3 437 42 482 15 0 17 32 22 419 12 453 6 0 6 12 979 Total Volume 9 1884 175 2068 50 4 81 135 79 1611 51 1741 23 3 19 45 3989 % App. Total 0.4 91.1 8.5 37 3 60 4.5 92.5 2.9 51.1 6.7 42.2 PHF .750 .963 .742 .943 .833 .250 .844 .823 .823 .961 .708 .961 .821 .750 .792 .804 .976 Market Street M e n d e n h a l l D r i v e M a r s h O a k s D r i v e Market Street Right 9 Thru 1884 Left 175 InOut Total 1680 2068 3748 Rig h t 50 Th r u 4 Le f t 81 Ou t To t a l In 25 7 13 5 39 2 Left 51 Thru 1611 Right 79 Out TotalIn 1988 1741 3729 Le f t 19 Th r u 3 Ri g h t 23 To t a l Ou t In 64 45 10 9 Peak Hour Begins at 04:45 PM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Marsh Oaks_Mendenhall Site Code : 00040616 Start Date : 4/6/2016 Page No : 1 Groups Printed- Uturn Market Street Southbound Marsh Oaks Drive Westbound Market Street Northbound Mendenhall Drive Eastbound Start Time Right Thru Left Trks Right Thru Left Trks Right Thru Left Trks Right Thru Left Trks Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 07:15 AM 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 07:30 AM 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 07:45 AM 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 Total 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 26 08:00 AM 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 08:15 AM 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 08:30 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 08:45 AM 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 Total 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 30 *** BREAK *** 04:00 PM 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 04:15 PM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 04:30 PM 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12 04:45 PM 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 Total 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 33 05:00 PM 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 05:15 PM 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12 05:30 PM 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 05:45 PM 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 15 Total 0 0 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 43 Grand Total 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 132 Apprch %0 0 100 0 0 0 0 0 0 0 0 0 Total %0 0 100 0 0 0 0 0 0 0 0 0 0 100 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Amberleigh Site Drive Site Code : 00000000 Start Date : 4/6/2016 Page No : 1 Groups Printed- Cars & Trucks Market Street Southbound Amberleigh Site Drive Westbound Market Street Northbound N/A Eastbound Start Time Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 3 0 0 0 3 4 0 0 0 4 0 0 0 0 0 0 7 7 07:15 AM 0 0 0 0 0 8 0 0 0 8 3 0 0 0 3 0 0 0 0 0 0 11 11 07:30 AM 0 0 0 0 0 16 0 0 0 16 1 0 0 0 1 0 0 0 0 0 0 17 17 07:45 AM 0 0 0 0 0 6 0 0 0 6 1 0 0 0 1 0 0 0 0 0 0 7 7 Total 0 0 0 0 0 33 0 0 0 33 9 0 0 0 9 0 0 0 0 0 0 42 42 08:00 AM 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 5 5 08:15 AM 0 0 0 0 0 5 0 0 0 5 1 0 0 0 1 0 0 0 0 0 0 6 6 08:30 AM 0 0 0 0 0 11 0 0 0 11 1 0 0 0 1 0 0 0 0 0 0 12 12 08:45 AM 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 3 3 Total 0 0 0 0 0 24 0 0 0 24 2 0 0 0 2 0 0 0 0 0 0 26 26 *** BREAK *** 04:00 PM 0 0 0 0 0 3 0 0 0 3 6 0 0 0 6 0 0 0 0 0 0 9 9 04:15 PM 0 0 0 0 0 3 0 0 0 3 10 0 0 0 10 0 0 0 0 0 0 13 13 04:30 PM 0 0 0 0 0 1 0 0 0 1 7 0 0 0 7 0 0 0 0 0 0 8 8 04:45 PM 0 0 0 0 0 3 0 0 0 3 4 0 0 0 4 0 0 0 0 0 0 7 7 Total 0 0 0 0 0 10 0 0 0 10 27 0 0 0 27 0 0 0 0 0 0 37 37 05:00 PM 0 0 0 0 0 5 0 0 0 5 7 0 0 0 7 0 0 0 0 0 0 12 12 05:15 PM 0 0 0 0 0 2 0 0 0 2 6 0 0 0 6 0 0 0 0 0 0 8 8 05:30 PM 0 0 0 0 0 3 0 0 0 3 6 0 0 0 6 0 0 0 0 0 0 9 9 05:45 PM 0 0 0 0 0 4 0 0 0 4 15 0 0 0 15 0 0 0 0 0 0 19 19 Total 0 0 0 0 0 14 0 0 0 14 34 0 0 0 34 0 0 0 0 0 0 48 48 Grand Total 0 0 0 0 0 81 0 0 0 81 72 0 0 0 72 0 0 0 0 0 0 153 153 Apprch %0 0 0 100 0 0 100 0 0 0 0 0 Total %0 0 0 0 52.9 0 0 52.9 47.1 0 0 47.1 0 0 0 0 0 100 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Amberleigh Site Drive Site Code : 00000000 Start Date : 4/6/2016 Page No : 2 Market Street Southbound Amberleigh Site Drive Westbound Market Street Northbound N/A Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 3 0 0 3 4 0 0 4 0 0 0 0 7 07:15 AM 0 0 0 0 8 0 0 8 3 0 0 3 0 0 0 0 11 07:30 AM 0 0 0 0 16 0 0 16 1 0 0 1 0 0 0 0 17 07:45 AM 0 0 0 0 6 0 0 6 1 0 0 1 0 0 0 0 7 Total Volume 0 0 0 0 33 0 0 33 9 0 0 9 0 0 0 0 42 % App. Total 0 0 0 100 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .516 .000 .000 .516 .563 .000 .000 .563 .000 .000 .000 .000 .618 Market Street N / A A m b e r l e i g h S i t e D r i v e Market Street Right 0 Thru 0 Left 0 InOut Total 33 0 33 Ri g h t 33 Th r u 0 Le f t 0 Ou t To t a l In 9 33 42 Left 0 Thru 0 Right 9 Out TotalIn 0 9 9 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 07:00 AM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Amberleigh Site Drive Site Code : 00000000 Start Date : 4/6/2016 Page No : 3 Market Street Southbound Amberleigh Site Drive Westbound Market Street Northbound N/A Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 5 0 0 5 7 0 0 7 0 0 0 0 12 05:15 PM 0 0 0 0 2 0 0 2 6 0 0 6 0 0 0 0 8 05:30 PM 0 0 0 0 3 0 0 3 6 0 0 6 0 0 0 0 9 05:45 PM 0 0 0 0 4 0 0 4 15 0 0 15 0 0 0 0 19 Total Volume 0 0 0 0 14 0 0 14 34 0 0 34 0 0 0 0 48 % App. Total 0 0 0 100 0 0 100 0 0 0 0 0 PHF .000 .000 .000 .000 .700 .000 .000 .700 .567 .000 .000 .567 .000 .000 .000 .000 .632 Market Street N / A A m b e r l e i g h S i t e D r i v e Market Street Right 0 Thru 0 Left 0 InOut Total 14 0 14 Ri g h t 14 Th r u 0 Le f t 0 Ou t To t a l In 34 14 48 Left 0 Thru 0 Right 34 Out TotalIn 0 34 34 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 05:00 PM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Alexander Road Site Code : 00000000 Start Date : 4/6/2016 Page No : 1 Groups Printed- Cars & Trucks Market Street Southbound N/A Westbound Market Street Northbound Alexander Road Eastbound Start Time Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Right Thru Left Trks App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 2 0 0 0 2 0 0 0 0 0 0 0 3 0 3 5 0 0 0 5 0 10 10 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 3 0 1 0 4 0 8 8 07:30 AM 2 0 0 0 2 0 0 0 0 0 0 0 3 0 3 12 0 1 0 13 0 18 18 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 12 0 1 0 13 0 20 20 Total 4 0 0 0 4 0 0 0 0 0 0 0 17 0 17 32 0 3 0 35 0 56 56 08:00 AM 3 0 0 0 3 0 0 0 0 0 0 0 6 0 6 6 0 0 0 6 0 15 15 08:15 AM 2 0 0 0 2 0 0 0 0 0 0 0 3 0 3 5 0 0 0 5 0 10 10 08:30 AM 1 0 0 0 1 0 0 0 0 0 0 0 5 1 5 4 0 0 0 4 1 10 11 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 8 0 0 2 8 2 10 12 Total 6 0 0 0 6 0 0 0 0 0 0 0 16 1 16 23 0 0 2 23 3 45 48 *** BREAK *** 04:00 PM 1 0 0 0 1 0 0 0 0 0 0 0 5 0 5 2 0 2 0 4 0 10 10 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 0 0 0 4 0 6 6 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 2 0 0 0 2 0 7 7 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 0 1 0 3 3 Total 1 0 0 0 1 0 0 0 0 0 0 0 14 0 14 9 0 2 0 11 0 26 26 05:00 PM 2 0 0 0 2 0 0 0 0 0 0 0 3 0 3 9 0 0 0 9 0 14 14 05:15 PM 1 0 0 0 1 0 0 0 0 0 0 0 6 0 6 8 0 0 0 8 0 15 15 05:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 3 0 3 5 0 0 0 5 0 9 9 05:45 PM 2 0 0 0 2 0 0 0 0 0 0 0 5 0 5 7 0 1 0 8 0 15 15 Total 6 0 0 0 6 0 0 0 0 0 0 0 17 0 17 29 0 1 0 30 0 53 53 Grand Total 17 0 0 0 17 0 0 0 0 0 0 0 64 1 64 93 0 6 2 99 3 180 183 Apprch %100 0 0 0 0 0 0 0 100 93.9 0 6.1 Total %9.4 0 0 9.4 0 0 0 0 0 0 35.6 35.6 51.7 0 3.3 55 1.6 98.4 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Alexander Road Site Code : 00000000 Start Date : 4/6/2016 Page No : 2 Market Street Southbound N/A Westbound Market Street Northbound Alexander Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 0 0 2 0 0 0 0 0 0 3 3 12 0 1 13 18 07:45 AM 0 0 0 0 0 0 0 0 0 0 7 7 12 0 1 13 20 08:00 AM 3 0 0 3 0 0 0 0 0 0 6 6 6 0 0 6 15 08:15 AM 2 0 0 2 0 0 0 0 0 0 3 3 5 0 0 5 10 Total Volume 7 0 0 7 0 0 0 0 0 0 19 19 35 0 2 37 63 % App. Total 100 0 0 0 0 0 0 0 100 94.6 0 5.4 PHF .583 .000 .000 .583 .000 .000 .000 .000 .000 .000 .679 .679 .729 .000 .500 .712 .788 Market Street A l e x a n d e r R o a d N / A Market Street Right 7 Thru 0 Left 0 InOut Total 2 7 9 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 19 Thru 0 Right 0 Out TotalIn 35 19 54 Le f t 2 Th r u 0 Rig h t 35 To t a l Ou t In 26 37 63 Peak Hour Begins at 07:30 AM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 File Name : Market Street and Alexander Road Site Code : 00000000 Start Date : 4/6/2016 Page No : 3 Market Street Southbound N/A Westbound Market Street Northbound Alexander Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 2 0 0 2 0 0 0 0 0 0 3 3 9 0 0 9 14 05:15 PM 1 0 0 1 0 0 0 0 0 0 6 6 8 0 0 8 15 05:30 PM 1 0 0 1 0 0 0 0 0 0 3 3 5 0 0 5 9 05:45 PM 2 0 0 2 0 0 0 0 0 0 5 5 7 0 1 8 15 Total Volume 6 0 0 6 0 0 0 0 0 0 17 17 29 0 1 30 53 % App. Total 100 0 0 0 0 0 0 0 100 96.7 0 3.3 PHF .750 .000 .000 .750 .000 .000 .000 .000 .000 .000 .708 .708 .806 .000 .250 .833 .883 Market Street A l e x a n d e r R o a d N / A Market Street Right 6 Thru 0 Left 0 InOut Total 1 6 7 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 17 Thru 0 Right 0 Out TotalIn 29 17 46 Le f t 1 Th r u 0 Rig h t 29 To t a l Ou t In 23 30 53 Peak Hour Begins at 05:00 PM Cars & Trucks Peak Hour Data North 5808 Faringdon Place, Suite 100 Raleigh, NC 27609 PH: 919 872-5115 FX: 919 878-5416 APPENDIX C SIGNAL PLANS T BRICK WALL 28"X39" BRICK WALL 28"X39" CB DI DI DI T BRICK WALL 28"X39" BRICK WALL 28"X39" CB DI DI DI 51 21 22 61 62 4142 81 82 MP#2 NOTES PEDESTRIAN MOVEMENT UNSIGNALIZED MOVEMENT UNDETECTED MOVEMENT (OVERLAP) DETECTED MOVEMENT PHASING DIAGRAM DETECTION LEGEND TABLE OF OPERATION FACE SIGNAL PHASE SIGNAL FACE I.D. FLASH0 1 + 6 0 1 + 5 02+5 02+6 04+8 SHEET NO.PROJECT REFERENCE NO. PREPARED BY: SIG. INVENTORY NO. SCALE REVISIONS REVIEWED BY: INIT.DATE REVIEWED BY:PLAN DATE: 0 Division 3 New Hanover County Wilmington Sterling 1"=40’ 40 03-1027 40238.1.1 Sig. 1 N k g p e e d i n S : \ I T S & S U \ I T S S i g n a l s \ S i g n a l D e s i g n S e c t i o n \ E a s t e r n R e g i o n \ D i v - 0 3 \ P O R \ 0 3 - 1 0 2 7 \ 0 3 1 0 2 7 _ s i g _ P O R _ 2 0 1 5 m m d d . d g n 1 6 - S E P - 2 0 1 5 1 6 : 2 7 FEATURE PHASE 1 2 4 5 6 8 MIN RECALL MIN RECALL YELLOW YELLOW ON ON 15 90 20 15 90 20 ---- ------ ---- -- ---- ----15 15 34 34 3.0 3.04.5 4.5 --ON --ON ---- ---- ON ON ON ON is shown. Min Green for all other phases should not be lower than 4 seconds. * These values may be field adjusted. Do not adjust Min Green and Extension times for phases 2 and 6 lower than what Simultaneous Gap Dual Entry Vehicle Call Memory Recall Mode Minimum Gap Time To Reduce * Time Before Reduction * Max Variable Initial * Seconds Per Actuation * Don’t W alk 1 Walk 1 * Red Clearance Yellow Clearance Max Green 1 * Extension 1 * Min Green 1 * 2.0 2.0 2.0 2.06.0 6.0 7 12 7 7 12 7 ---- ---- 30 30 Directional Arrow Controller & Cabinet Signal Pole with Guy With Push Button & Sign Signal Pole with Sidewalk Guy Inductive Loop Detector Traffic Signal Head Pedestrian Signal Head 2-in Underground Conduit LEGEND PROPOSED EXISTING Sign Modified Signal Head N/A Junction Box N/A Right of Way TURNS INDUCTIVE LOOPS PHASE DETECTOR PROGRAMMING LOOP TIME DELAY (FT) STOPBAR FROM DISTANCE (FT) SIZE TIME STRETCH NE W C A R D N E W L O O P FU L L T I M E D E L A Y EX T E N S I O N CA L L I N G SY S T E M L O O P 1A 1B 2A 2B 4A 5A 5B 6A 6B 8A 6X40 6X40 6X40 6X40 6X40 6X40 +5 0 0 +5 0 0 6X6 6X6 6X6 6X6 300 300 2-4-2 2-4-2 2-4-2 2-4-2 2-4-2 2-4-2 5 5 5 5 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y - - - - Y - - - - - - - - - - - - - - - - - Y -10 10 15 15 1 1 6 2 2 4 5 2 5 6 6 8 0% Grade 45 MPH 0% Grade 45 MPH = FLASHING YELLOW ARROW 51 1 1 81 61, 62 41 21, 22 82 42 1 1 21, 22 41 42 51 61, 62 81 82 R R R R R R G G G G G G G G Y Y R R R RRRRR R R R R R R RRRRR R R R 3.0 1.5 3.0 1.5 SR 2290 (Mendenhall Drive) SR 2734 (Marsh Oaks Drive)/ at US 17 Business (Market Street) Metal Pole with Mastarm existing existing existing existing October 2008 PHASING DIAGRAM 01+5 04+8 02+6 02+5 01+6 300 300 3 3 - - - - - - - - - - - -- - - - - - All Heads L.E.D. R Y FY 12" R Y G 12" R Y Y G 12" existing existing existing existing SIGN 32"X68" MP#1 ex ex exex ex ex ex e x ex ex US 17 Business (Market Street) US 17 Business (Market Street) S R 2 7 3 4 ( M a r s h O a k s D r i v e ) S R 2 2 9 0 ( Me n d e n h a l l D r i v e ) 1 SIGN clearance timing Relocate Market Street stopbars and adjust ex ex ex ex ex ex Plan of Record - - - - - - - - - - - - - - - - - - - - - - - - Pla 1/27/10 PREPARED BY:DATE: DATE:REVIEWED BY: COMMENTS Plan of Record its original state. by field personnel. This plan may have been modified from This plan of record reflects existing field conditions as submitted DATE: SIGNATURE: K.G. Peedin, Jr June 2015 P.L. Alexander June 2015 Wilmington Signal System Fully Actuated 5 Phase 1. Refer to "Roadway Standard Drawings NCDOT" dated January 2012 and "Standard Specifications for Roads and Structures" dated January 2012. 2. Do not program signal for late night flashing operation unless otherwise directed by the Engineer. 3. Phase 1 and/or phase 5 may be lagged. 4. Set all detector units to presence mode. 5. Maximum times shown in timing chart are for free-run operation only. Coordinated signal system timing values supersede these values. 6. Signal system data: Controller Asset #: 1027. OASIS 2070 TIMING CHART 2 2 3.32.03.3 2.0 2.8 DATE NO RTH CAR OLI N A ENGINEER P ROFESSIO NAL P A MEL A L . ALEXAN DER023489 SEAL REVISION SEAL2 as to the revisions. This document is only certified on 10/09/2008 Robert J. Ziemba, PE-026486 issued and sealed by This document originally Only as to the Revisions - to the Original Document but Not a certified document as A A "U-TURN YIELD TO RIGHT TURN" Sign (R10-16) 3.8 + 1 % G r a d e 2 5 M P H F Y F Y F Y F Y Y Y Adjust clearance timing OASIS 2070 LOOP & DETECTOR INSTALLATION CHART ( D e s i g n S p e e d 3 5 MP H ) 0 % G r a d e 5 5 MP H 3.8 2.8 11 speed limits. ciled stop bar locations, added sign, revised Added to city system, revised loop delay, recon- 5A 8A 1B 1A 4A5B 6B 6A 2A 2B T N T T I N D E P A R T ME N OF TRA SPORT A IO N STA E OF NORTH C AROL A noisi v i D ytefaS dna ytiliboM noitatrop sn a r T noitceS ngiseD la n giS 750 N. Greenfield Pkwy, Garner, NC 27529 Prepared in the Offices of: A 9/17/2015 9/17/2015 9/17/2015 APPENDIX D TIP U-4902 PLANS APPENDIX E CAPACITY ANALYSIS CALCULATIONS MARKET STREET & MENDENHALL DRIVE / MARSH OAKS DRIVE Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 18 2 21 129 8 108 25 1212 30 34 50 1674 Future Volume (vph) 18 2 21 129 8 108 25 1212 30 34 50 1674 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 250 500 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.957 0.955 0.950 0.950 Satd. Flow (prot) 0 1783 1583 0 1779 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.684 0.723 0.062 0.137 Satd. Flow (perm) 0 1274 1583 0 1347 1583 115 3539 1583 0 255 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 25 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 14.5 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 20 2 23 143 9 120 28 1347 33 38 56 1860 Shared Lane Traffic (%) Lane Group Flow (vph) 0 22 23 0 152 120 28 1347 33 0 94 1867 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 45.0 45.0 20.0 45.0 45.0 20.0 20.0 87.0 87.0 20.0 20.0 87.0 Total Split (%) 29.6% 29.6% 13.2% 29.6% 29.6% 13.2% 13.2% 57.2% 57.2% 13.2% 13.2% 57.2% Maximum Green (s) 38.4 38.4 13.7 38.4 38.4 13.7 13.7 80.5 80.5 13.7 13.7 80.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 6 Future Volume (vph) 6 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 7 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 24.1 37.4 24.1 44.1 113.9 97.9 97.9 112.9 107.3 Actuated g/C Ratio 0.16 0.25 0.16 0.29 0.75 0.64 0.64 0.74 0.71 v/c Ratio 0.11 0.06 0.71 0.26 0.16 0.59 0.03 0.28 0.75 Control Delay 52.7 41.2 78.1 41.6 7.1 17.7 11.7 11.3 18.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.7 41.2 78.1 41.6 7.1 17.7 11.7 11.3 18.3 LOS DD EDABB BB Approach Delay 46.8 62.0 17.3 18.0 Approach LOS D E B B Queue Length 50th (ft) 19 18 145 92 6 382 11 19 598 Queue Length 95th (ft) 44 40 214 137 17 526 29 43 834 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 250 500 125 Base Capacity (vph) 335 458 354 458 252 2279 1020 338 2495 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.07 0.05 0.43 0.26 0.11 0.59 0.03 0.28 0.75 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 140 (92%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 19 3 23 81 4 50 51 1611 79 37 175 1884 Future Volume (vph) 19 3 23 81 4 50 51 1611 79 37 175 1884 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 250 500 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.958 0.954 0.950 0.950 Satd. Flow (prot) 0 1785 1583 0 1777 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.719 0.718 0.044 0.046 Satd. Flow (perm) 0 1339 1583 0 1337 1583 82 3539 1583 0 86 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 25 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 14.5 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 21 3 26 90 4 56 57 1790 88 41 194 2093 Shared Lane Traffic (%) Lane Group Flow (vph) 0 24 26 0 94 56 57 1790 88 0 235 2103 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 30.0 30.0 25.0 30.0 30.0 30.0 25.0 92.0 92.0 30.0 30.0 97.0 Total Split (%) 19.7% 19.7% 16.4% 19.7% 19.7% 19.7% 16.4% 60.5% 60.5% 19.7% 19.7% 63.8% Maximum Green (s) 23.4 23.4 18.7 23.4 23.4 23.7 18.7 85.5 85.5 23.7 23.7 90.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 9 Future Volume (vph) 9 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 17.6 31.6 17.6 47.6 120.4 94.4 94.4 119.4 113.1 Actuated g/C Ratio 0.12 0.21 0.12 0.31 0.79 0.62 0.62 0.79 0.74 v/c Ratio 0.16 0.08 0.61 0.11 0.35 0.81 0.09 0.68 0.80 Control Delay 60.3 46.2 79.7 36.2 15.5 26.8 12.8 56.8 17.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.3 46.2 79.7 36.2 15.5 26.8 12.8 56.8 17.4 LOS ED EDBCB EB Approach Delay 53.0 63.5 25.9 21.4 Approach LOS D E C C Queue Length 50th (ft) 22 21 90 40 9 684 33 163 662 Queue Length 95th (ft) 50 46 148 71 43 888 66 267 973 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 250 500 125 Base Capacity (vph) 220 443 219 495 289 2198 983 344 2630 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.11 0.06 0.43 0.11 0.20 0.81 0.09 0.68 0.80 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 30 (20%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 25.1 Intersection LOS: C Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Background (2018) AM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 18 2 21 132 8 110 26 1236 31 35 51 1708 Future Volume (vph) 18 2 21 132 8 110 26 1236 31 35 51 1708 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 50 50 50 50 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.957 0.955 0.950 0.950 Satd. Flow (prot) 0 1783 1583 0 1779 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.683 0.722 0.056 0.130 Satd. Flow (perm) 0 1272 1583 0 1345 1583 104 3539 1583 0 242 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 20 2 23 147 9 122 29 1373 34 39 57 1898 Shared Lane Traffic (%) Lane Group Flow (vph) 0 22 23 0 156 122 29 1373 34 0 96 1905 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 45.0 45.0 20.0 45.0 45.0 20.0 20.0 87.0 87.0 20.0 20.0 87.0 Total Split (%) 29.6% 29.6% 13.2% 29.6% 29.6% 13.2% 13.2% 57.2% 57.2% 13.2% 13.2% 57.2% Maximum Green (s) 38.4 38.4 13.7 38.4 38.4 13.7 13.7 80.5 80.5 13.7 13.7 80.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Background (2018) AM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 6 Future Volume (vph) 6 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 7 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Background (2018) AM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 24.6 37.9 24.6 44.6 113.4 97.4 97.4 112.4 106.8 Actuated g/C Ratio 0.16 0.25 0.16 0.29 0.75 0.64 0.64 0.74 0.70 v/c Ratio 0.11 0.06 0.72 0.26 0.17 0.61 0.03 0.29 0.77 Control Delay 52.2 40.8 78.0 41.3 7.5 18.3 11.9 12.6 19.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.2 40.8 78.0 41.3 7.5 18.3 11.9 12.6 19.3 LOS DD EDABB BB Approach Delay 46.4 61.9 17.9 19.0 Approach LOS D E B B Queue Length 50th (ft) 19 18 149 93 6 399 12 20 632 Queue Length 95th (ft) 44 39 217 138 18 547 30 45 881 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 334 464 353 464 244 2268 1014 329 2483 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.07 0.05 0.44 0.26 0.12 0.61 0.03 0.29 0.77 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 140 (92%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 22.1 Intersection LOS: C Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Background (2018) AM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Background (2018) PM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 19 3 23 83 4 51 52 1643 81 38 179 1922 Future Volume (vph) 19 3 23 83 4 51 52 1643 81 38 179 1922 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 50 50 50 50 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.958 0.954 0.950 0.950 Satd. Flow (prot) 0 1785 1583 0 1777 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.716 0.717 0.039 0.043 Satd. Flow (perm) 0 1334 1583 0 1336 1583 73 3539 1583 0 80 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 21 3 26 92 4 57 58 1826 90 42 199 2136 Shared Lane Traffic (%) Lane Group Flow (vph) 0 24 26 0 96 57 58 1826 90 0 241 2146 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 30.0 30.0 25.0 30.0 30.0 30.0 25.0 92.0 92.0 30.0 30.0 97.0 Total Split (%) 19.7% 19.7% 16.4% 19.7% 19.7% 19.7% 16.4% 60.5% 60.5% 19.7% 19.7% 63.8% Maximum Green (s) 23.4 23.4 18.7 23.4 23.4 23.7 18.7 85.5 85.5 23.7 23.7 90.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Background (2018) PM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 9 Future Volume (vph) 9 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Background (2018) PM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 17.8 31.9 17.8 47.8 120.2 94.2 94.2 119.2 112.8 Actuated g/C Ratio 0.12 0.21 0.12 0.31 0.79 0.62 0.62 0.78 0.74 v/c Ratio 0.15 0.08 0.62 0.11 0.37 0.83 0.09 0.71 0.82 Control Delay 60.0 45.9 79.6 36.1 20.2 27.9 13.0 59.7 18.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.0 45.9 79.6 36.1 20.2 27.9 13.0 59.7 18.4 LOS E D E D C C B E B Approach Delay 52.7 63.4 27.0 22.5 Approach LOS D E C C Queue Length 50th (ft) 22 21 92 40 9 715 34 174 701 Queue Length 95th (ft) 50 46 150 71 52 931 67 280 1036 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 219 445 219 497 282 2193 981 340 2624 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.11 0.06 0.44 0.11 0.21 0.83 0.09 0.71 0.82 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 30 (20%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 26.2 Intersection LOS: C Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Background (2018) PM 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Combined (2018) AM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 18 2 21 144 8 110 26 1283 31 35 63 1708 Future Volume (vph) 18 2 21 144 8 110 26 1283 31 35 63 1708 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.957 0.955 0.950 0.950 Satd. Flow (prot) 0 1783 1583 0 1779 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.678 0.721 0.053 0.116 Satd. Flow (perm) 0 1263 1583 0 1343 1583 99 3539 1583 0 216 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 20 2 23 160 9 122 29 1426 34 39 70 1898 Shared Lane Traffic (%) Lane Group Flow (vph) 0 22 23 0 169 122 29 1426 34 0 109 1905 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 45.0 45.0 20.0 45.0 45.0 20.0 20.0 87.0 87.0 20.0 20.0 87.0 Total Split (%) 29.6% 29.6% 13.2% 29.6% 29.6% 13.2% 13.2% 57.2% 57.2% 13.2% 13.2% 57.2% Maximum Green (s) 38.4 38.4 13.7 38.4 38.4 13.7 13.7 80.5 80.5 13.7 13.7 80.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Combined (2018) AM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 6 Future Volume (vph) 6 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 7 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Combined (2018) AM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 26.1 39.4 26.1 46.1 111.9 95.9 95.9 110.9 105.3 Actuated g/C Ratio 0.17 0.26 0.17 0.30 0.74 0.63 0.63 0.73 0.69 v/c Ratio 0.10 0.06 0.73 0.25 0.18 0.64 0.03 0.35 0.78 Control Delay 50.8 39.5 77.5 40.0 8.2 19.9 12.5 18.3 20.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.8 39.5 77.5 40.0 8.2 19.9 12.5 18.3 20.6 LOS DD EDABB BC Approach Delay 45.0 61.7 19.5 20.5 Approach LOS D E B C Queue Length 50th (ft) 19 17 161 92 6 437 12 24 654 Queue Length 95th (ft) 43 39 232 136 18 600 31 53 914 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 332 479 353 479 240 2233 999 311 2449 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.07 0.05 0.48 0.25 0.12 0.64 0.03 0.35 0.78 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 140 (92%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.5 Intersection LOS: C Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Combined (2018) AM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Combined (2018) PM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 19 3 23 89 4 51 52 1668 81 38 225 1922 Future Volume (vph) 19 3 23 89 4 51 52 1668 81 38 225 1922 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 50 50 50 50 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.958 0.954 0.950 0.950 Satd. Flow (prot) 0 1785 1583 0 1777 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.708 0.717 0.037 0.043 Satd. Flow (perm) 0 1319 1583 0 1336 1583 69 3539 1583 0 80 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 21 3 26 99 4 57 58 1853 90 42 250 2136 Shared Lane Traffic (%) Lane Group Flow (vph) 0 24 26 0 103 57 58 1853 90 0 292 2146 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 30.0 30.0 25.0 30.0 30.0 30.0 25.0 92.0 92.0 30.0 30.0 97.0 Total Split (%) 19.7% 19.7% 16.4% 19.7% 19.7% 19.7% 16.4% 60.5% 60.5% 19.7% 19.7% 63.8% Maximum Green (s) 23.4 23.4 18.7 23.4 23.4 23.7 18.7 85.5 85.5 23.7 23.7 90.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Combined (2018) PM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 9 Future Volume (vph) 9 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Combined (2018) PM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 18.5 32.5 18.5 48.5 119.5 93.5 93.5 118.5 112.1 Actuated g/C Ratio 0.12 0.21 0.12 0.32 0.79 0.62 0.62 0.78 0.74 v/c Ratio 0.15 0.08 0.64 0.11 0.37 0.85 0.09 0.86 0.82 Control Delay 59.3 45.4 80.3 35.6 22.4 29.3 13.2 74.7 18.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.3 45.4 80.3 35.6 22.4 29.3 13.2 74.7 18.9 LOS E D F D C C B E B Approach Delay 52.1 64.4 28.4 25.6 Approach LOS D E C C Queue Length 50th (ft) 22 21 99 40 9 747 35 232 716 Queue Length 95th (ft) 50 45 159 71 55 966 67 #400 1045 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 216 452 219 504 279 2177 974 340 2608 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.11 0.06 0.47 0.11 0.21 0.85 0.09 0.86 0.82 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 30 (20%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 28.4 Intersection LOS: C Intersection Capacity Utilization 89.0% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Combined (2018) PM w/ TIP - RIRO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Combined (2018) AM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 18 2 21 144 8 110 26 1283 31 35 54 1717 Future Volume (vph) 18 2 21 144 8 110 26 1283 31 35 54 1717 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.957 0.955 0.950 0.950 Satd. Flow (prot) 0 1783 1583 0 1779 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.678 0.721 0.052 0.116 Satd. Flow (perm) 0 1263 1583 0 1343 1583 97 3539 1583 0 216 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 20 2 23 160 9 122 29 1426 34 39 60 1908 Shared Lane Traffic (%) Lane Group Flow (vph) 0 22 23 0 169 122 29 1426 34 0 99 1915 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 45.0 45.0 20.0 45.0 45.0 20.0 20.0 87.0 87.0 20.0 20.0 87.0 Total Split (%) 29.6% 29.6% 13.2% 29.6% 29.6% 13.2% 13.2% 57.2% 57.2% 13.2% 13.2% 57.2% Maximum Green (s) 38.4 38.4 13.7 38.4 38.4 13.7 13.7 80.5 80.5 13.7 13.7 80.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Combined (2018) AM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 6 Future Volume (vph) 6 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 7 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Combined (2018) AM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 26.1 39.4 26.1 46.1 111.9 95.9 95.9 110.9 105.3 Actuated g/C Ratio 0.17 0.26 0.17 0.30 0.74 0.63 0.63 0.73 0.69 v/c Ratio 0.10 0.06 0.73 0.25 0.18 0.64 0.03 0.32 0.78 Control Delay 50.8 39.5 77.5 40.0 8.2 19.9 12.5 16.4 20.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.8 39.5 77.5 40.0 8.2 19.9 12.5 16.4 20.8 LOS DD EDABB BC Approach Delay 45.0 61.7 19.5 20.6 Approach LOS D E B C Queue Length 50th (ft) 19 17 161 92 6 437 12 22 663 Queue Length 95th (ft) 43 39 232 136 18 600 31 48 924 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 332 479 353 479 239 2233 999 311 2449 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.07 0.05 0.48 0.25 0.12 0.64 0.03 0.32 0.78 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 140 (92%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.6 Intersection LOS: C Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15 ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Combined (2018) AM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings Combined (2018) PM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 19 3 23 89 4 51 52 1668 81 38 191 1956 Future Volume (vph) 19 3 23 89 4 51 52 1668 81 38 191 1956 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 175 500 0 125 Storage Lanes 0 1 0 1 1 1 1 Taper Length (ft) 50 50 50 50 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95 Frt 0.850 0.850 0.850 0.999 Flt Protected 0.958 0.954 0.950 0.950 Satd. Flow (prot) 0 1785 1583 0 1777 1583 1770 3539 1583 0 1770 3536 Flt Permitted 0.708 0.717 0.036 0.043 Satd. Flow (perm) 0 1319 1583 0 1336 1583 67 3539 1583 0 80 3536 Right Turn on Red No No No Satd. Flow (RTOR) Link Speed (mph) 35 35 45 45 Link Distance (ft) 892 533 726 1753 Travel Time (s) 17.4 10.4 11.0 26.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 21 3 26 99 4 57 58 1853 90 42 212 2173 Shared Lane Traffic (%) Lane Group Flow (vph) 0 24 26 0 103 57 58 1853 90 0 254 2183 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 0 0 17 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 9 15 Turn Type Perm NA pm+ov Perm NA pm+ov D.P+P NA Perm custom D.P+P NA Protected Phases 4 5 8 1! 5 2 1 6 Permitted Phases 4 4 8 8 6 2 1! 2 Detector Phase 445881522116 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 12.0 12.0 7.0 7.0 12.0 Minimum Split (s) 13.6 13.6 13.3 13.6 13.6 13.3 13.3 18.5 18.5 13.3 13.3 18.5 Total Split (s) 30.0 30.0 25.0 30.0 30.0 30.0 25.0 92.0 92.0 30.0 30.0 97.0 Total Split (%) 19.7% 19.7% 16.4% 19.7% 19.7% 19.7% 16.4% 60.5% 60.5% 19.7% 19.7% 63.8% Maximum Green (s) 23.4 23.4 18.7 23.4 23.4 23.7 18.7 85.5 85.5 23.7 23.7 90.5 Yellow Time (s) 3.8 3.8 3.0 3.8 3.8 3.0 3.0 4.5 4.5 3.0 3.0 4.5 All-Red Time (s) 2.8 2.8 3.3 2.8 2.8 3.3 3.3 2.0 2.0 3.3 3.3 2.0 Lost Time Adjust (s) -1.6 -1.3 -1.6 -1.3 -1.3 -1.5 -1.5 -1.3 -1.5 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 15.0 0.0 0.0 15.0 Lanes, Volumes, Timings Combined (2018) PM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph) 9 Future Volume (vph) 9 Ideal Flow (vphpl) 1900 Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 Frt Flt Protected Satd. Flow (prot) 0 Flt Permitted Satd. Flow (perm) 0 Right Turn on Red No Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor 0.90 Adj. Flow (vph) 10 Shared Lane Traffic (%) Lane Group Flow (vph) 0 Enter Blocked Intersection No Lane Alignment Right Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor 1.00 Turning Speed (mph) 9 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Minimum Gap (s) Time Before Reduce (s) Lanes, Volumes, Timings Combined (2018) PM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None C-Max C-Max None None C-Max Act Effct Green (s) 18.5 32.5 18.5 48.5 119.5 93.5 93.5 118.5 112.1 Actuated g/C Ratio 0.12 0.21 0.12 0.32 0.79 0.62 0.62 0.78 0.74 v/c Ratio 0.15 0.08 0.64 0.11 0.38 0.85 0.09 0.75 0.84 Control Delay 59.3 45.4 80.3 35.6 23.4 29.3 13.2 62.8 19.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.3 45.4 80.3 35.6 23.4 29.3 13.2 62.8 19.6 LOS E D F D C C B E B Approach Delay 52.1 64.4 28.4 24.1 Approach LOS D E C C Queue Length 50th (ft) 22 21 99 40 9 747 35 189 749 Queue Length 95th (ft) 50 45 159 71 57 966 67 #313 1093 Internal Link Dist (ft) 812 453 646 1673 Turn Bay Length (ft) 175 500 125 Base Capacity (vph) 216 452 219 504 278 2177 974 340 2608 Starvation Cap Reductn 0 0 00000 00 Spillback Cap Reductn 0 0 00000 00 Storage Cap Reductn 0 0 00000 00 Reduced v/c Ratio 0.11 0.06 0.47 0.11 0.21 0.85 0.09 0.75 0.84 Intersection Summary Area Type: Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 30 (20%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 27.6 Intersection LOS: C Intersection Capacity Utilization 87.1% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. ! Phase conflict between lane groups. Splits and Phases: 2: Market Street & Mendenhall Drive/Marsh Oaks Drive Lanes, Volumes, Timings Combined (2018) PM w/ TIP - LO 2: Market Street & Mendenhall Drive/Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 4 Lane Group SBR Time To Reduce (s) Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary APPENDIX F CAPACITY ANALYSIS CALCULATIONS MARSH OAKS DRIVE & SITE DRIVE 1 HCM 2010 TWSC 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 74 8 4 199 46 4 Future Vol, veh/h 74 8 4 199 46 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 82 9 4 221 51 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 91 0 317 87 Stage 1 - - - - 87 - Stage 2 - - - - 230 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1504 - 676 971 Stage 1 - - - - 936 - Stage 2 - - - - 808 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1504 - 674 971 Mov Cap-2 Maneuver - - - - 674 - Stage 1 - - - - 936 - Stage 2 - - - - 806 - Approach EB WB NB HCM Control Delay, s 0 0.1 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 691 - - 1504 - HCM Lane V/C Ratio 0.08 - - 0.003 - HCM Control Delay (s) 10.7 - - 7.4 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 215 42 3 108 27 3 Future Vol, veh/h 215 42 3 108 27 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 239 47 3 120 30 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 286 0 389 262 Stage 1 - - - - 262 - Stage 2 - - - - 127 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1276 - 615 777 Stage 1 - - - - 782 - Stage 2 - - - - 899 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1276 - 613 777 Mov Cap-2 Maneuver - - - - 613 - Stage 1 - - - - 782 - Stage 2 - - - - 896 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 626 - - 1276 - HCM Lane V/C Ratio 0.053 - - 0.003 - HCM Control Delay (s) 11.1 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 2010 TWSC Background (2018) AM 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 76 8 0 203 47 0 Future Vol, veh/h 76 8 0 203 47 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 84 9 0 226 52 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 93 0 315 89 Stage 1 - - - - 89 - Stage 2 - - - - 226 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1501 - 678 969 Stage 1 - - - - 934 - Stage 2 - - - - 812 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1501 - 678 969 Mov Cap-2 Maneuver - - - - 678 - Stage 1 - - - - 934 - Stage 2 - - - - 812 - Approach EB WB NB HCM Control Delay, s 0 0 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 678 - - 1501 - HCM Lane V/C Ratio 0.077 ---- HCM Control Delay (s) 10.8 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 2010 TWSC Background (2018) PM 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 220 43 3 110 28 3 Future Vol, veh/h 220 43 3 110 28 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 244 48 3 122 31 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 292 0 397 268 Stage 1 - - - - 268 - Stage 2 - - - - 129 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1270 - 608 771 Stage 1 - - - - 777 - Stage 2 - - - - 897 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1270 - 606 771 Mov Cap-2 Maneuver - - - - 606 - Stage 1 - - - - 777 - Stage 2 - - - - 894 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 619 - - 1270 - HCM Lane V/C Ratio 0.056 - - 0.003 - HCM Control Delay (s) 11.2 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 2010 TWSC Combined (2018) AM w/ TIP - RIRO 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 76 20 0 203 59 0 Future Vol, veh/h 76 20 0 203 59 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 84 22 0 226 66 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 107 0 322 96 Stage 1 - - - - 96 - Stage 2 - - - - 226 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1484 - 672 960 Stage 1 - - - - 928 - Stage 2 - - - - 812 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1484 - 672 960 Mov Cap-2 Maneuver - - - - 672 - Stage 1 - - - - 928 - Stage 2 - - - - 812 - Approach EB WB NB HCM Control Delay, s 0 0 10.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 672 - - 1484 - HCM Lane V/C Ratio 0.098 ---- HCM Control Delay (s) 10.9 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Combined (2018) PM w/ TIP - RIRO 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 220 89 3 110 34 3 Future Vol, veh/h 220 89 3 110 34 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 244 99 3 122 38 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 343 0 423 294 Stage 1 - - - - 294 - Stage 2 - - - - 129 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1216 - 588 745 Stage 1 - - - - 756 - Stage 2 - - - - 897 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1216 - 586 745 Mov Cap-2 Maneuver - - - - 586 - Stage 1 - - - - 756 - Stage 2 - - - - 894 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 596 - - 1216 - HCM Lane V/C Ratio 0.069 - - 0.003 - HCM Control Delay (s) 11.5 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 2010 TWSC Combined (2018) AM w/ TIP - LO 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 76 11 4 203 59 4 Future Vol, veh/h 76 11 4 203 59 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 84 12 4 226 66 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 97 0 325 91 Stage 1 - - - - 91 - Stage 2 - - - - 234 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1496 - 669 967 Stage 1 - - - - 933 - Stage 2 - - - - 805 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1496 - 667 967 Mov Cap-2 Maneuver - - - - 667 - Stage 1 - - - - 933 - Stage 2 - - - - 803 - Approach EB WB NB HCM Control Delay, s 0 0.1 10.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 680 - - 1496 - HCM Lane V/C Ratio 0.103 - - 0.003 - HCM Control Delay (s) 10.9 - - 7.4 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Combined (2018) PM w/ TIP - LO 4: Site Drive 1 & Marsh Oaks Drive 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 220 55 3 110 34 3 Future Vol, veh/h 220 55 3 110 34 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 244 61 3 122 38 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 306 0 404 275 Stage 1 - - - - 275 - Stage 2 - - - - 129 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1255 - 603 764 Stage 1 - - - - 771 - Stage 2 - - - - 897 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1255 - 601 764 Mov Cap-2 Maneuver - - - - 601 - Stage 1 - - - - 771 - Stage 2 - - - - 894 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 612 - - 1255 - HCM Lane V/C Ratio 0.067 - - 0.003 - HCM Control Delay (s) 11.3 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - APPENDIX G CAPACITY ANALYSIS CALCULATIONS MARSH OAKS DRIVE & SITE DRIVE 2 HCM 2010 TWSC 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 33 1234 9 0 1824 Future Vol, veh/h 0 33 1234 9 0 1824 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 - 175 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 37 1371 10 0 2027 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2384 686 0 - 1371 0 Stage 1 1371 - - - - - Stage 2 1013 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 28 390 - 0 497 - Stage 1 201 - - 0 - - Stage 2 312 - - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 28 390 - - 497 - Mov Cap-2 Maneuver 124 - - - - - Stage 1 201 - - - - - Stage 2 312 - - - - - Approach WB NB SB HCM Control Delay, s 15.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBTWBLn1 SBL SBT Capacity (veh/h) - 390 497 - HCM Lane V/C Ratio - 0.094 - - HCM Control Delay (s) - 15.2 0 - HCM Lane LOS - C A - HCM 95th %tile Q(veh) - 0.3 0 - HCM 2010 TWSC 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 14 1727 34 0 1988 Future Vol, veh/h 0 14 1727 34 0 1988 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - Free - None Storage Length - 0 - 175 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 1919 38 0 2209 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3023 959 0 - 1919 0 Stage 1 1919 - - - - - Stage 2 1104 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 10 257 - 0 304 - Stage 1 101 - - 0 - - Stage 2 279 - - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 10 257 - - 304 - Mov Cap-2 Maneuver 71 - - - - - Stage 1 101 - - - - - Stage 2 279 - - - - - Approach WB NB SB HCM Control Delay, s 19.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBTWBLn1 SBL SBT Capacity (veh/h) - 257 304 - HCM Lane V/C Ratio - 0.061 - - HCM Control Delay (s) - 19.9 0 - HCM Lane LOS - C A - HCM 95th %tile Q(veh) - 0.2 0 - HCM 2010 TWSC Background (2018) AM 3: Market Street & Site Drive 2 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 34 1259 9 0 1861 Future Vol, veh/h 0 34 1259 9 0 1861 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - Free - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 38 1399 10 0 2068 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2433 699 0 - 1399 0 Stage 1 1399 - - - - - Stage 2 1034 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 26 382 - 0 484 - Stage 1 194 - - 0 - - Stage 2 304 - - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 26 382 - - 484 - Mov Cap-2 Maneuver 26 - - - - - Stage 1 194 - - - - - Stage 2 304 - - - - - Approach WB NB SB HCM Control Delay, s 15.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBTWBLn1 SBL SBT Capacity (veh/h) - 382 484 - HCM Lane V/C Ratio - 0.099 - - HCM Control Delay (s) - 15.5 0 - HCM Lane LOS - C A - HCM 95th %tile Q(veh) - 0.3 0 - HCM 2010 TWSC Background (2018) PM 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Traffic Vol, veh/h 0 14 1762 35 0 2028 Future Vol, veh/h 0 14 1762 35 0 2028 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Yield - Free - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 1958 39 0 2253 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3085 979 0 - 1958 0 Stage 1 1958 - - - - - Stage 2 1127 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 9 249 - 0 294 - Stage 1 96 - - 0 - - Stage 2 271 - - 0 - - Platoon blocked, % - - Mov Cap-1 Maneuver 9 249 - - 294 - Mov Cap-2 Maneuver 9 - - - - - Stage 1 96 - - - - - Stage 2 271 - - - - - Approach WB NB SB HCM Control Delay, s 20.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBTWBLn1 SBL SBT Capacity (veh/h) - 249 294 - HCM Lane V/C Ratio - 0.062 - - HCM Control Delay (s) - 20.4 0 - HCM Lane LOS - C A - HCM 95th %tile Q(veh) - 0.2 0 - HCM 2010 TWSC Combined (2018) AM w/ TIP - RIRO 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 0 40 57 1300 10 0 1873 0 Future Vol, veh/h 0 0 0 0 0 40 57 1300 10 0 1873 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - Stop - - None - - None Storage Length - - - - - 0 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 44 62 1444 11 0 2081 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2609 3649 722 2081 0 0 1444 0 0 Stage 1 1568 1568 - - - - - - - Stage 2 1041 2081 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 20 5 369 263 - - 465 - - Stage 1 157 170 - - - - - - - Stage 2 301 94 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 15 0 369 263 - - 465 - - Mov Cap-2 Maneuver 15 0 - - - - - - - Stage 1 120 0 - - - - - - - Stage 2 301 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 16.1 0.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 263 - - 369 465 - - HCM Lane V/C Ratio 0.236 - - 0.12 - - - HCM Control Delay (s) 22.9 - - 16.1 0 - - HCM Lane LOS C - - C A - - HCM 95th %tile Q(veh) 0.9 - - 0.4 0 - - HCM 2010 TWSC Combined (2018) PM w/ TIP - RIRO 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 0 17 31 1784 41 0 2034 0 Future Vol, veh/h 0 0 0 0 0 17 31 1784 41 0 2034 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - Yield - - Free - - None Storage Length - - - - - 0 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 19 34 1982 46 0 2260 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3180 4310 991 2260 0 - 1982 0 0 Stage 1 2050 2050 - - - - - - - Stage 2 1130 2260 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 8 2 245 223 - 0 288 - - Stage 1 85 97 - - - 0 - - - Stage 2 270 76 - - - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 7 0 245 223 - - 288 - - Mov Cap-2 Maneuver 7 0 - - - - - - - Stage 1 72 0 - - - - - - - Stage 2 270 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 20.9 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTWBLn1 SBL SBT SBR Capacity (veh/h) 223 - 245 288 - - HCM Lane V/C Ratio 0.151 - 0.077 - - - HCM Control Delay (s) 24 - 20.9 0 - - HCM Lane LOS C - C A - - HCM 95th %tile Q(veh) 0.5 - 0.2 0 - - HCM 2010 TWSC Combined (2018) AM w/ TIP - LO 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 0 40 57 1300 10 0 1882 0 Future Vol, veh/h 0 0 0 0 0 40 57 1300 10 0 1882 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - Stop - - Free - - None Storage Length - - - - - 0 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 44 62 1444 11 0 2091 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2614 3659 722 2091 0 - 1444 0 0 Stage 1 1568 1568 - - - - - - - Stage 2 1046 2091 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 20 5 369 261 - 0 465 - - Stage 1 157 170 - - - 0 - - - Stage 2 299 93 - - - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 15 0 369 261 - - 465 - - Mov Cap-2 Maneuver 15 0 - - - - - - - Stage 1 120 0 - - - - - - - Stage 2 299 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 16.1 0.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTWBLn1 SBL SBT SBR Capacity (veh/h) 261 - 369 465 - - HCM Lane V/C Ratio 0.237 - 0.12 - - - HCM Control Delay (s) 23 - 16.1 0 - - HCM Lane LOS C - C A - - HCM 95th %tile Q(veh) 0.9 - 0.4 0 - - HCM 2010 TWSC Combined (2018) PM w/ TIP - LO 3: Market Street & Site Drive 2 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 0 17 31 1784 41 0 2068 0 Future Vol, veh/h 0 0 0 0 0 17 31 1784 41 0 2068 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - Yield - - Free - - None Storage Length - - - - - 0 150 - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 19 34 1982 46 0 2298 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 3199 4348 991 2298 0 - 1982 0 0 Stage 1 2050 2050 - - - - - - - Stage 2 1149 2298 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 8 2 245 216 - 0 288 - - Stage 1 85 97 - - - 0 - - - Stage 2 264 72 - - - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 7 0 245 216 - - 288 - - Mov Cap-2 Maneuver 7 0 - - - - - - - Stage 1 72 0 - - - - - - - Stage 2 264 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 20.9 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTWBLn1 SBL SBT SBR Capacity (veh/h) 216 - 245 288 - - HCM Lane V/C Ratio 0.156 - 0.077 - - - HCM Control Delay (s) 24.7 - 20.9 0 - - HCM Lane LOS C - C A - - HCM 95th %tile Q(veh) 0.5 - 0.2 0 - - APPENDIX H CAPACITY ANALYSIS CALCULATIONS MARSH OAKS DRIVE & ALEXANDER DRIVE / SITE DRIVE 3 HCM 2010 TWSC 1: Market Street & Alexander Road 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 2 35 19 1241 1817 7 Future Vol, veh/h 2 35 19 1241 1817 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 39 21 1379 2019 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2755 1013 2027 0 - 0 Stage 1 2023 - - - - - Stage 2 732 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 16 237 276 - - - Stage 1 88 - - - - - Stage 2 437 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 11 237 276 - - - Mov Cap-2 Maneuver 65 - - - - - Stage 1 88 - - - - - Stage 2 295 - - - - - Approach EB NB SB HCM Control Delay, s 26.7 3.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 276 - 207 - - HCM Lane V/C Ratio 0.076 - 0.199 - - HCM Control Delay (s) 19.1 3 26.7 - - HCM Lane LOS C A D - - HCM 95th %tile Q(veh) 0.2 - 0.7 - - HCM 2010 TWSC 1: Market Street & Alexander Road 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Existing (2016) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 1 29 17 1760 1982 6 Future Vol, veh/h 1 29 17 1760 1982 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 32 19 1956 2202 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3222 1104 2209 0 - 0 Stage 1 2206 - - - - - Stage 2 1016 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 7 206 234 - - - Stage 1 70 - - - - - Stage 2 310 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 7 206 234 - - - Mov Cap-2 Maneuver 54 - - - - - Stage 1 70 - - - - - Stage 2 310 - - - - - Approach EB NB SB HCM Control Delay, s 28.2 0.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 234 - 188 - - HCM Lane V/C Ratio 0.081 - 0.177 - - HCM Control Delay (s) 21.7 0 28.2 - - HCM Lane LOS C A D - - HCM 95th %tile Q(veh) 0.3 - 0.6 - - HCM 2010 TWSC Background (2018) AM 1: Market Street & Alexander Road 4/18/2016 Background (2018) AM 1/29/2016 Background (2018) AM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 38 19 1268 1854 7 Future Vol, veh/h 0 38 19 1268 1854 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 375 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 42 21 1409 2060 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2811 1034 2068 0 - 0 Stage 1 2064 - - - - - Stage 2 747 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 14 229 266 - - - Stage 1 84 - - - - - Stage 2 429 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 13 229 266 - - - Mov Cap-2 Maneuver 13 - - - - - Stage 1 84 - - - - - Stage 2 395 - - - - - Approach EB NB SB HCM Control Delay, s 24.2 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 266 - 229 - - HCM Lane V/C Ratio 0.079 - 0.184 - - HCM Control Delay (s) 19.7 - 24.2 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0.3 - 0.7 - - HCM 2010 TWSC Background (2018) PM 1: Market Street & Alexander Road 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Background (2018) PM Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 30 17 1797 2022 6 Future Vol, veh/h 0 30 17 1797 2022 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 375 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 19 1997 2247 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3286 1127 2253 0 - 0 Stage 1 2250 - - - - - Stage 2 1036 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 7 199 225 - - - Stage 1 66 - - - - - Stage 2 303 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 6 199 225 - - - Mov Cap-2 Maneuver 6 - - - - - Stage 1 66 - - - - - Stage 2 277 - - - - - Approach EB NB SB HCM Control Delay, s 26.7 0.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 225 - 199 - - HCM Lane V/C Ratio 0.084 - 0.168 - - HCM Control Delay (s) 22.5 - 26.7 - - HCM Lane LOS C - D - - HCM 95th %tile Q(veh) 0.3 - 0.6 - - HCM 2010 TWSC Combined (2018) AM w/ TIP - RIRO 1: Market Street & Alexander Road/Site Drive 3 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 38 0 0 98 19 1269 16 0 1923 7 Future Vol, veh/h 0 0 38 0 0 98 19 1269 16 0 1923 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 375 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 42 0 0 109 21 1410 18 0 2137 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2888 3593 1072 2520 3596 705 2144 0 0 1410 0 0 Stage 1 2141 2141 - 1452 1452 - - - - - - - Stage 2 747 1452 - 1068 2144 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 7 5 216 14 5 379 248 - - 480 - - Stage 1 50 87 - 137 194 - - - - - - - Stage 2 371 194 - 237 87 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 5 5 216 11 5 379 248 - - 480 - - Mov Cap-2 Maneuver 5 5 - 11 5 - - - - - - - Stage 1 46 87 - 125 178 - - - - - - - Stage 2 242 178 - 191 87 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.7 18.3 0.3 0 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 248 - - 216 379 480 - - HCM Lane V/C Ratio 0.085 - - 0.195 0.287 - - - HCM Control Delay (s) 20.9 - - 25.7 18.3 0 - - HCM Lane LOS C - - D C A - - HCM 95th %tile Q(veh) 0.3 - - 0.7 1.2 0 - - HCM 2010 TWSC Combined (2018) PM w/ TIP - RIRO 1: Market Street & Alexander Road/Site Drive 3 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - RIRO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 31 0 0 53 17 1803 62 0 2059 6 Future Vol, veh/h 0 0 31 0 0 53 17 1803 62 0 2059 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 375 - 200 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 34 0 0 59 19 2003 69 0 2288 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3330 4332 1147 3185 4335 1002 2294 0 0 2003 0 0 Stage 1 2291 2291 - 2041 2041 - - - - - - - Stage 2 1039 2041 - 1144 2294 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 3 2 193 4 2 241 217 - - 282 - - Stage 1 40 73 - 58 98 - - - - - - - Stage 2 247 98 - 213 73 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 2 2 193 3 2 241 217 - - 282 - - Mov Cap-2 Maneuver 2 2 - 3 2 - - - - - - - Stage 1 36 73 - 53 89 - - - - - - - Stage 2 170 89 - 175 73 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.7 24.7 0.2 0 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 217 - - 193 241 282 - - HCM Lane V/C Ratio 0.087 - - 0.178 0.244 - - - HCM Control Delay (s) 23.2 - - 27.7 24.7 0 - - HCM Lane LOS C - - D C A - - HCM 95th %tile Q(veh) 0.3 - - 0.6 0.9 0 - - HCM 2010 TWSC Combined (2018) AM w/ TIP - LO 1: Market Street & Alexander Road/Site Drive 3 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) AM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 38 0 0 98 19 1269 16 9 1923 7 Future Vol, veh/h 0 0 38 0 0 98 19 1269 16 9 1923 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 375 - 200 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 42 0 0 109 21 1410 18 10 2137 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2908 3613 1072 2540 3616 705 2144 0 0 1410 0 0 Stage 1 2161 2161 - 1452 1452 - - - - - - - Stage 2 747 1452 - 1088 2164 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 7 5 216 14 5 379 248 - - 480 - - Stage 1 48 85 - 137 194 - - - - - - - Stage 2 371 194 - 230 85 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 5 4 216 10 4 379 248 - - 480 - - Mov Cap-2 Maneuver 5 4 - 10 4 - - - - - - - Stage 1 44 83 - 125 178 - - - - - - - Stage 2 242 178 - 181 83 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.7 18.3 0.3 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 248 - - 216 379 480 - - HCM Lane V/C Ratio 0.085 - - 0.195 0.287 0.021 - - HCM Control Delay (s) 20.9 - - 25.7 18.3 12.7 - - HCM Lane LOS C - - D C B - - HCM 95th %tile Q(veh) 0.3 - - 0.7 1.2 0.1 - - HCM 2010 TWSC Combined (2018) PM w/ TIP - LO 1: Market Street & Alexander Road/Site Drive 3 4/18/2016 Amberleigh Shores Phase II 1/29/2016 Combined (2018) PM w/ TIP - LO Synchro 7 - Report RKA Page 1 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 0 0 31 0 0 53 17 1803 62 34 2059 6 Future Vol, veh/h 0 0 31 0 0 53 17 1803 62 34 2059 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 375 - 200 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 34 0 0 59 19 2003 69 38 2288 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3406 4408 1147 3260 4411 1002 2294 0 0 2003 0 0 Stage 1 2367 2367 - 2041 2041 - - - - - - - Stage 2 1039 2041 - 1219 2370 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 3 1 193 4 1 241 217 - - 282 - - Stage 1 36 67 - 58 98 - - - - - - - Stage 2 247 98 - 191 66 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 2 1 193 3 1 241 217 - - 282 - - Mov Cap-2 Maneuver 2 1 - 3 1 - - - - - - - Stage 1 33 58 - 53 89 - - - - - - - Stage 2 170 89 - 136 57 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.7 24.7 0.2 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 217 - - 193 241 282 - - HCM Lane V/C Ratio 0.087 - - 0.178 0.244 0.134 - - HCM Control Delay (s) 23.2 - - 27.7 24.7 19.7 - - HCM Lane LOS C - - D C C - - HCM 95th %tile Q(veh) 0.3 - - 0.6 0.9 0.5 - -