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Bayat TIA Scoping
Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 5917 Oleander Dr, Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 July 7, 2022 Transportation Impact Analysis (TIA) Scoping Request – Step 3 Bayat Mixed Use (DAVENPORT Project Number 220201) New Hanover County, NC Scope Step 3 Submittal Please see the approved Scope Step 2 along with the geometry and volume figures for the report. The No Build Synchro files are also attached. Trip Generation 24 Hour Two-Way Land Use ITE Land Code Data Source Volume Enter Exit Enter Exit Single-Family Attached Housing 215 18 Dwelling Units Adjacent - Rate 130 3 6 6 4 Gasoline\Service Station with Convenience Market (6K Sq Ft)945 16 Vehicle Fueling Positions Adjacent - Equation 5532 253 253 215 215 5,662 256 259 221 219 -- -- 0 0 0 -2 -- 0 0 -2 -1 -- 0 0 -2 -3 -- 253 253 215 213 -- 3 6 4 3 -- 256 259 219 216 -- -192 -192 -161 -161 -48 -48 -65 -65 -- -48 -48 -65 -65 -- 208 211 154 151 -- 157 157 120 120 -- 157 157 120 120 106 106 117 117 Total Pass-by Reduction (4) Pass-by permitted by Congestion Management guidelines for 10th Edition Pass-by permitted at 10% of Total Adjacent Volume ITE Trip Generation Bayat Mixed Use, Wilmington, NC Average Weekday Driveway Volumes Unadjusted Trips AM Peak Hour PM Peak Hour Size Internal Capture Overall %(1),(2)0.0% 1.1% Internal Capture: Retail Trips Reduction Internal Capture: Residential Trips Reduction Total Internal Trips Reduction Retail Residential Total External Full Build Trips Pass-By (LU 945) AM @62%, PM @ 56 % (4) Total Adjusted (Primary) Trips (1) Per NCHRP 684 Internal Trip Capture Estimation Tool (See worksheets for more information) (2) Internal Capture less than 10% of Full Build Unadjusted Trips (3) Pass-by permitted by 11th Edition methodology Pass-By (LU 945) AM @ 76%, PM @ 75 % (3) Total Pass-by Reduction Pass-by permitted at 10% of Total Adjacent Volume FIGURE 1 SITE PLAN FIGURE 2A SITE LOCATION MAP SITE INDICATOR FIGURE 2B VICINITY MAP STUDY INTERSECTIONS BACKGROUND PROPOSED SITE 2 1 3 *** NOT TO SCALE *** SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING ROADWAY LEGEND AM / PM PEAKS This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT WILMINGTON, NC SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) ~1 2 5 0 f e e t 33 5 0 0 5100 35 5 0 0 US 421 (Carolina Beach Road) 15 0 ' 10 0 ' 375' 15 0 ' 55 0 ' 22 5 ' 60 0 ' SPEED LIMIT 55 SPEED LIMIT 45 SPEED LIMIT 25 FIGURE 3 EXISTING LANE GEOMETRY *** NOT TO SCALE *** SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING ROADWAY LEGEND AM / PM PEAKS This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC FIGURE 4 2022 EXISTING TRAFFIC VOLUMES SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 87 / 25 137 / 225 88 / 1 2 1 81 3 / 1 0 5 7 50 / 1 3 4 11 5 2 / 9 4 0 4 / 4 4 / 4 41 / 3 7 91 5 / 1 2 5 3 4 / 4 11 6 3 / 1 0 4 0 5 / 5 36 / 32 7 / 14 4 / 4 4 / 2 1 91 1 / 1 2 3 2 4 / 7 11 6 7 / 1 0 4 4 11 / 1 8 *** NOT TO SCALE ***This document,together with the concepts and designs presented herein,is intended only for the specific purpose and client for which it was prepared.Reuse of,or improper reliance on,this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT WILMNGTO, NC FIGURE 5 NEW TRIP DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 45 % I N 10% IN 10 % O U T 45 % O U T 45 % I N 55 % O U T 45 % O U T 45 % O U T 45 % I N 45 % I N 55% OUT Site Drive 1 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE 10% 45% 100% % 45% *** NOT TO SCALE *** SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING ROADWAY LEGEND AM / PM PEAKS This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 90 / 26 142 / 232 91 / 1 2 5 83 8 / 1 0 9 0 52 / 1 3 9 11 8 7 / 9 6 9 4 / 4 4 / 4 44 / 3 9 94 3 / 1 2 9 1 4 / 4 11 9 9 / 1 0 7 2 6 / 6 38 / 33 8 / 15 5 / 5 5 / 2 2 93 9 / 1 2 7 0 4 / 8 12 0 3 / 1 0 7 6 12 / 1 9 FIGURE 5 2024 NO BUIILD TRAFFIC VOLUMES *** NOT TO SCALE ***This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC FIGURE 6 NEW TRIP DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 60 % I N 10% IN 10 % O U T 60 % O U T 30 % I N 70 % O U T 30 % O U T 30 % O U T 30 % I N 30 % I N 70% OUT Site Drive 1 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE 10% 60% 100% % 30% *** NOT TO SCALE ***This document,together with the concepts and designs presented herein,is intended only for the specific purpose and client for which it was prepared.Reuse of,or improper reliance on,this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT WILMNGTO, NC FIGURE 6 PASS-BY SITE DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 10 % I N 10 % O U T 10% OUT Site Drive 1 -90 % I N 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE% *** NOT TO SCALE ***This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC FIGURE 7 PASS-BY TRIP DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) Site Drive 1 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE 100% % *** NOT TO SCALE ***This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM PEAKS PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC FIGURE 8 SITE TRIPS SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 12 5 / 1 2 5 0 / 0 0 /0 21 /21 21 / 2 1 12 7 / 1 2 7 62 / 6 2 14 8 / 1 4 8 63 / 6 3 0 / 0 63 / 6 3 0 /0 0 /0 0 /0 62 / 6 2 0 / 0 0 / 0 62 / 6 2 0 /0 148 /148 0 /0 Site Drive 1 0 / 0 20 8 / 2 0 8 211 /211 BLACK = EXISTING BLUE = PROPOSED *** NOT TO SCALE ***This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement betweenDAVENPORT and the client. SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM PEAKS PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT W ILMINGTON, NC SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 12 5 / 1 2 5 0 / 0 0 /0 21 /21 21 / 2 1 12 7 / 1 2 7 62 / 6 2 14 8 / 1 4 8 63 / 6 3 0 / 0 63 / 6 3 0 /0 0 /0 0 /0 62 / 6 2 0 / 0 0 / 0 62 / 6 2 0 /0 148 /148 0 /0 Site Drive 1 0 / 0 20 8 / 2 0 8 211 /211 BLACK = EXISTING BLUE = PROPOSED FIGURE 9 2024 FUTURE BUIILD TRAFFIC VOLUMES File Name : SITE 1 Site Code : SITE 1 Start Date : 2/16/2022 Page No : 1 US 421 AND MYRTLE GROVE RD. WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: KENNETH JOHNSON Groups Printed- PV - DUALS - TTST - TWINS US 421 (CAROLINA BEACH RD.) SOUTHBOUND SR. 1492 (MYRTLE GROVE RD.) WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SR. 1492 (MYRTLE GROVE RD.) EASTBOUND Start Time Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 8 72 0 0 0 80 5 1 8 0 14 0 158 22 0 0 180 0 0 0 0 0 274 07:15 AM 15 98 0 0 0 113 18 0 12 0 30 0 153 15 0 0 168 0 0 0 0 0 311 07:30 AM 15 81 0 0 0 96 16 0 16 0 32 0 190 20 1 0 211 0 0 0 0 0 339 07:45 AM 17 121 0 0 0 138 28 0 30 2 60 0 272 34 1 0 307 0 0 0 0 0 505 Total 55 372 0 0 0 427 67 1 66 2 136 0 773 91 2 0 866 0 0 0 0 0 1429 08:00 AM 27 142 0 0 0 169 32 0 20 0 52 0 318 19 0 0 337 0 0 0 0 0 558 08:15 AM 24 227 0 0 0 251 34 0 14 0 48 0 280 11 0 0 291 0 0 0 0 0 590 08:30 AM 23 188 0 0 0 211 20 0 24 0 44 0 325 8 1 0 334 0 0 0 0 0 589 08:45 AM 14 256 0 0 0 270 51 0 29 0 80 0 229 12 0 0 241 0 0 0 0 0 591 Total 88 813 0 0 0 901 137 0 87 0 224 0 1152 50 1 0 1203 0 0 0 0 0 2328 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 2/16/2022 Page No : 2 US 421 AND MYRTLE GROVE RD. WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: KENNETH JOHNSON Groups Printed- PV - DUALS - TTST - TWINS US 421 (CAROLINA BEACH RD.) SOUTHBOUND SR. 1492 (MYRTLE GROVE RD.) WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SR. 1492 (MYRTLE GROVE RD.) EASTBOUND Start Time Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 24 245 0 0 0 269 45 0 16 0 61 0 274 30 1 0 305 0 0 0 0 0 635 04:15 PM 31 313 0 0 0 344 39 0 10 0 49 0 212 39 1 0 252 0 0 0 0 0 645 04:30 PM 29 254 0 0 0 283 49 0 11 0 60 1 223 31 1 1 257 0 0 0 0 0 600 04:45 PM 20 257 0 0 0 277 62 0 7 0 69 0 158 40 0 0 198 0 0 0 0 0 544 Total 104 1069 0 0 0 1173 195 0 44 0 239 1 867 140 3 1 1012 0 0 0 0 0 2424 05:00 PM 37 291 0 0 0 328 69 0 5 0 74 0 243 27 1 0 271 0 0 0 0 0 673 05:15 PM 28 234 0 0 0 262 42 0 9 0 51 0 213 27 2 0 242 0 0 0 0 0 555 05:30 PM 30 260 0 0 0 290 54 0 7 0 61 1 241 33 0 0 275 0 0 0 0 0 626 05:45 PM 26 272 0 0 0 298 60 0 4 0 64 0 243 47 0 0 290 0 0 0 0 0 652 Total 121 1057 0 0 0 1178 225 0 25 0 250 1 940 134 3 0 1078 0 0 0 0 0 2506 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 368 3311 0 0 0 3679 624 1 222 2 849 2 3732 415 9 1 4159 0 0 0 0 0 8687 Apprch %10 90 0 0 0 73.5 0.1 26.1 0.2 0 89.7 10 0.2 0 0 0 0 0 Total %4.2 38.1 0 0 0 42.4 7.2 0 2.6 0 9.8 0 43 4.8 0.1 0 47.9 0 0 0 0 0 PV 364 3238 0 0 0 3602 618 1 219 2 840 0 3654 408 9 1 4072 0 0 0 0 0 8514 % PV 98.9 97.8 0 0 0 97.9 99 100 98.6 100 98.9 0 97.9 98.3 100 100 97.9 0 0 0 0 0 98 DUALS 3 58 0 0 0 61 5 0 3 0 8 2 73 7 0 0 82 0 0 0 0 0 151 % DUALS 0.8 1.8 0 0 0 1.7 0.8 0 1.4 0 0.9 100 2 1.7 0 0 2 0 0 0 0 0 1.7 TTST 1 15 0 0 0 16 1 0 0 0 1 0 5 0 0 0 5 0 0 0 0 0 22 % TTST 0.3 0.5 0 0 0 0.4 0.2 0 0 0 0.1 0 0.1 0 0 0 0.1 0 0 0 0 0 0.3 TWINS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % TWINS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 2/16/2022 Page No : 3 US 421 AND MYRTLE GROVE RD. WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: KENNETH JOHNSON US 421 (CAROLINA BEACH RD.) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) US 421 (CAROLINA BEACH RD.) Right 0 0 0 0 0 Thru 3238 58 15 0 3311 Left 364 3 1 0 368 Peds 0 0 0 0 0 InOut Total 3873 3602 7475 76 61 137 5 16 21 0 0 0 3954 7633 3679 Ri g h t 21 9 3 0 0 22 2 Th r u 1 0 0 0 1 Le f t 61 8 5 1 0 62 4 Pe d s 2 0 0 0 2 Ou t To t a l In 77 2 84 0 16 1 2 10 8 18 1 1 2 0 0 0 78 3 16 3 2 84 9 Left 0 2 0 0 2 Thru 3654 73 5 0 3732 Right 408 7 0 0 415 Peds 10 0 0 0 10 Out TotalIn 3856 4072 7928 63 82 145 16 5 21 0 0 0 3935 8094 4159 Le f t 0 0 0 0 0 Th r u 0 0 0 0 0 Ri g h t 0 0 0 0 0 Pe d s 0 0 0 0 0 To t a l Ou t In 1 0 1 2 0 2 0 0 0 0 0 0 3 3 0 2/16/2022 06:00 AM 2/16/2022 07:45 PM PV DUALS TTST TWINS North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 2/16/2022 Page No : 4 US 421 AND MYRTLE GROVE RD. WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: KENNETH JOHNSON US 421 (CAROLINA BEACH RD.) SOUTHBOUND SR. 1492 (MYRTLE GROVE RD.) WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SR. 1492 (MYRTLE GROVE RD.) EASTBOUND Start Time Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 01:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 27 142 0 0 0 169 32 0 20 0 52 0 318 19 0 0 337 0 0 0 0 0 558 08:15 AM 24 227 0 0 0 251 34 0 14 0 48 0 280 11 0 0 291 0 0 0 0 0 590 08:30 AM 23 188 0 0 0 211 20 0 24 0 44 0 325 8 1 0 334 0 0 0 0 0 589 08:45 AM 14 256 0 0 0 270 51 0 29 0 80 0 229 12 0 0 241 0 0 0 0 0 591 Total Volume 88 813 0 0 0 901 137 0 87 0 224 0 1152 50 1 0 1203 0 0 0 0 0 2328 % App. Total 9.8 90.2 0 0 0 61.2 0 38.8 0 0 95.8 4.2 0.1 0 0 0 0 0 PHF .815 .794 .000 .000 .000 .834 .672 .000 .750 .000 .700 .000 .886 .658 .250 .000 .892 .000 .000 .000 .000 .000 .985 US 421 (CAROLINA BEACH RD.) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) US 421 (CAROLINA BEACH RD.) Right 0 Thru 813 Left 88 Peds 0 InOut Total 1239 901 2140 Ri g h t 87 Th r u 0 Le f t 13 7 Pe d s 0 Ou t To t a l In 13 8 22 4 36 2 Left 0 Thru 1152 Right 50 Peds 1 Out TotalIn 950 1203 2153 Le f t 0 Th r u 0 Ri g h t 0 Pe d s 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 08:00 AM PV DUALS TTST TWINS Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 2/16/2022 Page No : 5 US 421 AND MYRTLE GROVE RD. WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: KENNETH JOHNSON US 421 (CAROLINA BEACH RD.) SOUTHBOUND SR. 1492 (MYRTLE GROVE RD.) WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SR. 1492 (MYRTLE GROVE RD.) EASTBOUND Start Time Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 01:15 PM to 07:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 37 291 0 0 0 328 69 0 5 0 74 0 243 27 1 0 271 0 0 0 0 0 673 05:15 PM 28 234 0 0 0 262 42 0 9 0 51 0 213 27 2 0 242 0 0 0 0 0 555 05:30 PM 30 260 0 0 0 290 54 0 7 0 61 1 241 33 0 0 275 0 0 0 0 0 626 05:45 PM 26 272 0 0 0 298 60 0 4 0 64 0 243 47 0 0 290 0 0 0 0 0 652 Total Volume 121 1057 0 0 0 1178 225 0 25 0 250 1 940 134 3 0 1078 0 0 0 0 0 2506 % App. Total 10.3 89.7 0 0 0 90 0 10 0 0.1 87.2 12.4 0.3 0 0 0 0 0 PHF .818 .908 .000 .000 .000 .898 .815 .000 .694 .000 .845 .250 .967 .713 .375 .000 .929 .000 .000 .000 .000 .000 .931 US 421 (CAROLINA BEACH RD.) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) S R . 1 4 9 2 ( M Y R T L E G R O V E R D . ) US 421 (CAROLINA BEACH RD.) Right 0 Thru 1057 Left 121 Peds 0 InOut Total 965 1178 2143 Ri g h t 25 Th r u 0 Le f t 22 5 Pe d s 0 Ou t To t a l In 25 5 25 0 50 5 Left 1 Thru 940 Right 134 Peds 3 Out TotalIn 1282 1078 2360 Le f t 0 Th r u 0 Ri g h t 0 Pe d s 0 To t a l Ou t In 1 0 1 Peak Hour Begins at 05:00 PM PV DUALS TTST TWINS Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 2/16/2022 Page No : 1 US 421 AND HILL VALLEY WALK / SOUTHERN WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON Groups Printed- PV - DUALS - TTST - TWINS US 421 (CAROLINA BEACH RD.) SOUTHBOUND HILL VALLEY WALK WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SOUTHERN CHARM RD. EASTBOUND Start Time Left Thru Right U- TURNS Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 1 70 1 6 0 78 0 0 1 0 1 1 173 0 0 0 174 0 0 1 0 1 254 07:15 AM 0 111 0 5 0 116 0 0 0 0 0 0 163 0 1 0 164 0 0 1 0 1 281 07:30 AM 2 88 0 10 0 100 0 0 1 0 1 1 199 0 1 0 201 0 0 3 0 3 305 07:45 AM 2 145 0 5 0 152 0 0 0 0 0 0 301 0 2 0 303 0 0 4 0 4 459 Total 5 414 1 26 0 446 0 0 2 0 2 2 836 0 4 0 842 0 0 9 0 9 1299 08:00 AM 0 165 3 6 0 174 0 0 2 0 2 2 329 0 3 0 334 0 0 2 0 2 512 08:15 AM 2 249 0 12 0 263 0 0 0 0 0 1 279 0 1 0 281 0 0 0 0 0 544 08:30 AM 1 193 0 16 0 210 0 0 1 0 1 1 316 0 0 0 317 0 0 0 0 0 528 08:45 AM 2 304 1 2 0 309 0 0 0 0 0 0 239 0 3 0 242 0 0 1 0 1 552 Total 5 911 4 36 0 956 0 0 3 0 3 4 1163 0 7 0 1174 0 0 3 0 3 2136 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 2/16/2022 Page No : 2 US 421 AND HILL VALLEY WALK / SOUTHERN WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON Groups Printed- PV - DUALS - TTST - TWINS US 421 (CAROLINA BEACH RD.) SOUTHBOUND HILL VALLEY WALK WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SOUTHERN CHARM RD. EASTBOUND Start Time Left Thru Right U- TURNS Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 3 286 4 1 0 294 0 0 1 0 1 2 302 0 0 2 306 0 0 6 0 6 607 04:15 PM 0 349 2 2 1 354 0 0 1 0 1 2 248 0 0 2 252 0 0 1 0 1 608 04:30 PM 3 295 4 5 0 307 0 0 1 0 1 1 248 0 0 5 254 0 0 0 0 0 562 04:45 PM 1 312 4 3 0 320 0 0 2 0 2 3 193 0 0 2 198 0 0 3 0 3 523 Total 7 1242 14 11 1 1275 0 0 5 0 5 8 991 0 0 11 1010 0 0 10 0 10 2300 05:00 PM 2 353 3 5 0 363 0 0 0 0 0 1 265 0 0 1 267 0 0 2 0 2 632 05:15 PM 3 267 3 8 0 281 0 0 0 0 0 1 232 0 0 3 236 0 0 3 0 3 520 05:30 PM 0 298 6 10 0 314 0 0 0 0 0 2 264 0 0 10 276 0 0 1 0 1 591 05:45 PM 0 314 9 9 0 332 0 0 2 0 2 0 279 0 0 0 279 0 0 1 0 1 614 Total 5 1232 21 32 0 1290 0 0 2 0 2 4 1040 0 0 14 1058 0 0 7 0 7 2357 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 22 3799 40 105 1 3967 0 0 12 0 12 18 4030 0 11 25 4084 0 0 29 0 29 8092 Apprch %0.6 95.8 1 2.6 0 0 0 100 0 0.4 98.7 0 0.3 0.6 0 0 100 0 Total %0.3 46.9 0.5 1.3 0 49 0 0 0.1 0 0.1 0.2 49.8 0 0.1 0.3 50.5 0 0 0.4 0 0.4 PV 22 3720 40 105 1 3888 0 0 12 0 12 18 3945 0 11 25 3999 0 0 29 0 29 7928 % PV 100 97.9 100 100 100 98 0 0 100 0 100 100 97.9 0 100 100 97.9 0 0 100 0 100 98 DUALS 0 63 0 0 0 63 0 0 0 0 0 0 80 0 0 0 80 0 0 0 0 0 143 % DUALS 0 1.7 0 0 0 1.6 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 1.8 TTST 0 16 0 0 0 16 0 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 21 % TTST 0 0.4 0 0 0 0.4 0 0 0 0 0 0 0.1 0 0 0 0.1 0 0 0 0 0 0.3 TWINS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % TWINS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 2/16/2022 Page No : 3 US 421 AND HILL VALLEY WALK / SOUTHERN WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON US 421 (CAROLINA BEACH RD.) S O U T H E R N C H A R M R D . H I L L V A L L E Y W A L K US 421 (CAROLINA BEACH RD.) Right 40 0 0 0 40 Thru 3720 63 16 0 3799 Left 22 0 0 0 22 Peds 106 0 0 0 106 InOut Total 3957 3888 7845 80 63 143 5 16 21 0 0 0 4042 8009 3967 Ri g h t 12 0 0 0 12 Th r u 0 0 0 0 0 Le f t 0 0 0 0 0 Pe d s 0 0 0 0 0 Ou t To t a l In 22 12 34 0 0 0 0 0 0 0 0 0 22 34 12 Left 18 0 0 0 18 Thru 3945 80 5 0 4030 Right 0 0 0 0 0 Peds 36 0 0 0 36 Out TotalIn 3749 3999 7748 63 80 143 16 5 21 0 0 0 3828 7912 4084 Le f t 0 0 0 0 0 Th r u 0 0 0 0 0 Ri g h t 29 0 0 0 29 Pe d s 0 0 0 0 0 To t a l Ou t In 58 29 87 0 0 0 0 0 0 0 0 0 58 87 29 2/16/2022 06:00 AM 2/16/2022 07:45 PM PV DUALS TTST TWINS North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 2/16/2022 Page No : 4 US 421 AND HILL VALLEY WALK / SOUTHERN WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON US 421 (CAROLINA BEACH RD.) SOUTHBOUND HILL VALLEY WALK WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SOUTHERN CHARM RD. EASTBOUND Start Time Left Thru Right U- TURNS Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 06:00 AM to 01:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 165 3 6 0 174 0 0 2 0 2 2 329 0 3 0 334 0 0 2 0 2 512 08:15 AM 2 249 0 12 0 263 0 0 0 0 0 1 279 0 1 0 281 0 0 0 0 0 544 08:30 AM 1 193 0 16 0 210 0 0 1 0 1 1 316 0 0 0 317 0 0 0 0 0 528 08:45 AM 2 304 1 2 0 309 0 0 0 0 0 0 239 0 3 0 242 0 0 1 0 1 552 Total Volume 5 911 4 36 0 956 0 0 3 0 3 4 1163 0 7 0 1174 0 0 3 0 3 2136 % App. Total 0.5 95.3 0.4 3.8 0 0 0 100 0 0.3 99.1 0 0.6 0 0 0 100 0 PHF .625 .749 .333 .563 .000 .773 .000 .000 .375 .000 .375 .500 .884 .000 .583 .000 .879 .000 .000 .375 .000 .375 .967 US 421 (CAROLINA BEACH RD.) S O U T H E R N C H A R M R D . H I L L V A L L E Y W A L K US 421 (CAROLINA BEACH RD.) Right 4 Thru 911 Left 5 Peds 36 InOut Total 1166 956 2122 Ri g h t 3 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 5 3 8 Left 4 Thru 1163 Right 0 Peds 7 Out TotalIn 914 1174 2088 Le f t 0 Th r u 0 Ri g h t 3 Pe d s 0 To t a l Ou t In 8 3 11 Peak Hour Begins at 08:00 AM PV DUALS TTST TWINS Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 2/16/2022 Page No : 5 US 421 AND HILL VALLEY WALK / SOUTHERN WILMINGTON NEW HANOVER CO. WEATHER: SUNNY COUNTED BY: MICHAEL JOHNSON US 421 (CAROLINA BEACH RD.) SOUTHBOUND HILL VALLEY WALK WESTBOUND US 421 (CAROLINA BEACH RD.) NORTHBOUND SOUTHERN CHARM RD. EASTBOUND Start Time Left Thru Right U- TURNS Peds App. Total Left Thru Right Peds App. Total Left Thru Right U-Turns Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 01:15 PM to 07:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 2 353 3 5 0 363 0 0 0 0 0 1 265 0 0 1 267 0 0 2 0 2 632 05:15 PM 3 267 3 8 0 281 0 0 0 0 0 1 232 0 0 3 236 0 0 3 0 3 520 05:30 PM 0 298 6 10 0 314 0 0 0 0 0 2 264 0 0 10 276 0 0 1 0 1 591 05:45 PM 0 314 9 9 0 332 0 0 2 0 2 0 279 0 0 0 279 0 0 1 0 1 614 Total Volume 5 1232 21 32 0 1290 0 0 2 0 2 4 1040 0 0 14 1058 0 0 7 0 7 2357 % App. Total 0.4 95.5 1.6 2.5 0 0 0 100 0 0.4 98.3 0 0 1.3 0 0 100 0 PHF .417 .873 .583 .800 .000 .888 .000 .000 .250 .000 .250 .500 .932 .000 .000 .350 .948 .000 .000 .583 .000 .583 .932 US 421 (CAROLINA BEACH RD.) S O U T H E R N C H A R M R D . H I L L V A L L E Y W A L K US 421 (CAROLINA BEACH RD.) Right 21 Thru 1232 Left 5 Peds 32 InOut Total 1042 1290 2332 Ri g h t 2 Th r u 0 Le f t 0 Pe d s 0 Ou t To t a l In 5 2 7 Left 4 Thru 1040 Right 0 Peds 14 Out TotalIn 1239 1058 2297 Le f t 0 Th r u 0 Ri g h t 7 Pe d s 0 To t a l Ou t In 25 7 32 Peak Hour Begins at 05:00 PM PV DUALS TTST TWINS Peak Hour Data North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON 1 Steven Epley From:Koilada, Krupanidhi <kkoilada1@ncdot.gov> Sent:Wednesday, April 6, 2022 5:38 PM To:Steven Epley Cc:Vafier, Ken; jgriffee@nhcgov.com; Scott James; Mathis, Stonewall D; Leonard, Jessi L; Hughes, Benjamin T; Roan, Jon; Vielkanowitz, Denys; Thomas C. Bradshaw Subject:RE: [External] FW: DAVENPORT project for discussion 220201 _ Bayet Mixed Use _ Step 2 Attachments:220201 Bayat Mixes Uses Scoping Document Step 2 - 3-8-22_comments.pdf Follow Up Flag:Follow up Flag Status:Completed Steve, Attached are the comments on step 2 items for Bayat Mixed. Please update them accordingly and resubmit them along with step 3 items for review. Also provide the TMC files for the study intersections. Let me know if you have any questions or concerns. Thank you, Krupa Koilada Senior Assistant Traffic Engineer Division 3 Traffic North Carolina Department of Transportation Office: 910 341 2207 Cell: 704 906 4143 Email: kkoilada1@ncdot.gov 5504 Barbados Boulevard Castle Hayne, NC 28429-5646 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Scott James <Scott.James@wilmingtonnc.gov> Sent: Wednesday, March 9, 2022 8:18 AM To: Mathis, Stonewall D <sdmathis@ncdot.gov>; Koilada, Krupanidhi <kkoilada1@ncdot.gov>; Leonard, Jessi L <jleonard6@ncdot.gov>; Hughes, Benjamin T <bthughes@ncdot.gov>; Roan, Jon <jroan@ncdot.gov>; Vielkanowitz, Denys <denys.vielkanowitz@wilmingtonnc.gov>; Thomas C. Bradshaw <Thomas.Bradshaw@wilmingtonnc.gov> Cc: Vafier, Ken <kvafier@nhcgov.com>; jgriffee@nhcgov.com Subject: [External] FW: DAVENPORT project for discussion 220201 _ Bayet Mixed Use _ Step 2 2 CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good morning, Please find attached the Step 2 submittal for Bayat Mixed Use development in NHC. Let me know if you have any questions, or difficulties with the attachment. Scott Scott A. James, P.E. Transportation Planning Engineer Wilmington MPO Desk line (910) 473 ‐ 5130 From: Steven Epley [mailto:SEpley@davenportworld.com] Sent: Tuesday, March 8, 2022 5:38 PM To: Scott James <Scott.James@wilmingtonnc.gov>; Don Bennett <DBennett@davenportworld.com> Subject: DAVENPORT project for discussion 220201 _ Bayet Mixed Use _ Step 2 Scott Attached is the documentation for Step 2 of the Bayet Mixed Use Development – Davenport #220201. If you have any comments or need clarification on details we are available via email, phone, or a Wednesday Development Review meeting. Items of note 1. WMPO suggested moving the driveway further south on US 421. Developer updated Site Plan (Figure 1). Due to the shift and internal circulation requirements, fewer townhomes (30 to 18) have been proposed and reflected in Trip Gen table. ITE graphs included in appendix. 2. Pass‐by reduction percentages based on ITE Trip Gen 11, (ITE Tables included), Trip Gen table includes Trip Gen 10 and CM 10% cap for comparison. 3. Pass‐by is disproportionally toward Southbound traffic. Rational is due to US 421 is median divided at site, driver expectations, and number of competing properties within close proximity. Thanks, Steve Steven Epley | Traffic Project Manager DAVENPORT 4600 Marriott Drive, Suite 340 | Raleigh, NC 27612 t (919) 324-1665 ext: 24413 www.davenportworld.com E‐mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 3 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 24 Hour Two-Way Land Use ITE Land Code Data Source Volume Enter Exit Enter Exit Single-Family Attached Housing 215 18 Dwelling Units Adjacent - Rate 130 3 6 6 4 Gasoline\Service Station with Convenience Market (6K Sq Ft)945 16 Vehicle Fueling Positions Adjacent - Equation 5532 253 253 215 215 5,662 256 259 221 219 -- -- 0 0 0 -2 -- 0 0 -2 -1 -- 0 0 -2 -3 -- 253 253 215 213 -- 3 6 4 3 -- 256 259 219 216 -- -192 -192 -161 -161 -- -192 -192 -161 -161 -- 64 67 58 55 -- 157 157 120 120 -- 157 157 120 120 106 106 117 117 Total Pass-by Reduction (4) Pass-by permitted by Congestion Management guidelines for 10th Edition Pass-by permitted at 10% of Total Adjacent Volume ITE Trip Generation Bayat Mixed Use, Wilmington, NC Average Weekday Driveway Volumes Unadjusted Trips Internal Capture Overall %(1),(2)0.0% 1.1% Internal Capture: Retail Trips Reduction Internal Capture: Residential Trips Reduction Total Internal Trips Reduction Retail Residential Total External Full Build Trips Pass-By (LU 945) AM @62%, PM @ 56 % (4) Total Adjusted (Primary) Trips (1) Per NCHRP 684 Internal Trip Capture Estimation Tool (See worksheets for more information) (2) Internal Capture less than 10% of Full Build Unadjusted Trips (3) Pass-by permitted by 11th Edition methodology Pass-By (LU 945) AM @ 76%, PM @ 75 % (3) Total Pass-by Reduction AM Peak Hour PM Peak Hour Size *** NOT TO SCALE ***This document,together with the concepts and designs presented herein,is intended only for the specific purpose and client for which it was prepared.Reuse of,or improper reliance on,this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT WILMNGTO, NC FIGURE 5 NEW TRIP DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 45 % I N 10% IN 10 % O U T 45 % O U T 45 % I N 55 % O U T 45 % O U T 45 % O U T 45 % I N 45 % I N 55% OUT Site Drive 1 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE 10% 45% 100% % 45% *** NOT TO SCALE ***This document,together with the concepts and designs presented herein,is intended only for the specific purpose and client for which it was prepared.Reuse of,or improper reliance on,this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. PROJECT NUMBER 220201 BAYAT LAND MYRTGRV DEVELOPMENT WILMNGTO, NC FIGURE 6 PASS-BY SITE DISTRIBUTION SR 1492 (Myrtle Grove Road) Hill Valley Walk SR 2364 (Southern Charm Drive) US 421 (Carolina Beach Road) 10 % I N 10 % O U T 10% OUT Site Drive 1 -90 % I N 10 0 % I N 100% OUT SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING BLUE = PROPOSED ROADWAY LEGEND ORIGIN/DESTINATION NODE%