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HomeMy WebLinkAboutTIA Final Report February 2023 © Kimley-Horn and Associates, Inc. Castle Hayne Residential Development Traffic Impact Analysis Castle Hayne, North Carolina Prepared for Paramounte Engineering, Inc. Prepared by Castle Hayne Residential Development Traffic Impact Analysis Page i February 2023 Table of Contents Executive Summary .................................................................................................................iii 1 Introduction.......................................................................................................................... 1 1.1 Existing Conditions ...................................................................................................... 3 2 Existing and Future No-Build Traffic Volume Development ............................................. 5 2.1 2022 Existing Traffic Volumes ...................................................................................... 5 2.2 Future Year No-Build Traffic Volume Development ...................................................... 5 3 Project Traffic ...................................................................................................................... 9 3.1 Trip Generation ............................................................................................................ 9 3.2 Trip Distribution & Assignment ....................................................................................10 3.3 Future Year Build Traffic Development .......................................................................10 4 Capacity Analysis ...............................................................................................................14 4.1 Holly Shelter Road at I-40 EB Ramps .........................................................................16 4.2 Holly Shelter Road at I-40 WB Ramps ........................................................................18 4.3 Holly Shelter Road at Blue Clay Road/Commercial Access ........................................20 4.4 Sidbury Road at Dairy Farm Road ..............................................................................23 4.5 Holly Shelter Road at Site Access #1 ..........................................................................25 4.6 Blue Clay Road at Site Access #2/Concrete Plant ......................................................26 4.7 Blue Clay Road at Site Access #3/Kerry Drive ............................................................28 4.8 Blue Clay Road at Site Access #4 ...............................................................................30 5 Conclusion ..........................................................................................................................31 Castle Hayne Residential Development Traffic Impact Analysis Page ii February 2023 List of Figures Figure 1 – Site Location and Study Area Map ............................................................................ 2 Figure 2 – Existing Roadway Geometry and Traffic Control ....................................................... 4 Figure 3 – 2022 Existing Peak Hour Traffic Volumes ................................................................. 6 Figure 4 – Approved Development Peak Hour Traffic Volumes .................................................. 7 Figure 5 – 2026 No-Build Peak Hour Traffic Volumes ................................................................ 8 Figure 6 – Project Trip Distribution & Assignment .....................................................................11 Figure 7 – 2026 Build Project Trips ...........................................................................................12 Figure 8 – 2026 Build Peak Hour Traffic Volumes .....................................................................13 Figure 9 – 2026 Recommended Roadway Geometry and Traffic Control ..................................32 List of Tables Table 1 – Trip Generation Summary .......................................................................................... 9 Table 2 – Level of Service Control Delay Thresholds for Unsignalized Intersections .................14 Table 3 – Level of Service Control Delay Thresholds for Signalized Intersections .....................14 Table 4 – Holly Shelter Road at I-40 EB Ramps Capacity Analysis Results ..............................17 Table 5 – Holly Shelter Road at I-40 WB Ramps Capacity Analysis Results .............................19 Table 6 – Holly Shelter Road at Blue Clay Road/Commercial Access Capacity Analysis Results (AM Peak Hour) ........................................................................................................................21 Table 7 – Holly Shelter Road at Blue Clay Road/Commercial Access Capacity Analysis Results (PM Peak Hour) ........................................................................................................................22 Table 8 – Sidbury Road at Dairy Farm Road Capacity Analysis Results ...................................24 Table 9 – Holly Shelter Road at Site Access #1 Capacity Analysis Results ...............................25 Table 10 – Blue Clay Road at Site Access #2/Concrete Plant Capacity Analysis Results .........27 Table 11 – Holly Shelter Road at Site Access #3/Kerry Drive Capacity Analysis Results ..........29 Table 12 – Holly Shelter Road at Site Access #4` Capacity Analysis Results ........................30 List of Appendices A – Proposed Development Site Plan B – TIA Scoping Document C – Existing Traffic Counts D – Traffic Volume Development Worksheets E – Capacity Analysis Worksheets F – SimTraffic Queuing and Blocking Reports G – Signal Warrant Analysis H – Turn Lane Warrant Analysis Castle Hayne Residential Development Traffic Impact Analysis Page iii February 2023 Executive Summary The proposed Castle Hayne Residential Development is located in Castle Hayne, NC along Holly Shelter Road and Blue Clay Road within a currently vacant parcel of land. This parcel of land is bound by Holly Shelter Road to the north, single-family residences to the south, Blue Clay Road to the east, and vacant land to the west. Based on the current site plan, the proposed development is anticipated to consist of approximately 57 detached houses, 231 duplexes, and 240 apartment units to be constructed and occupied by the end of 2026. New trips generated by the development are expected to utilize one driveway along Holly Shelter Road and three driveways along Blue Clay Road for access to the surrounding roadway network. This traffic impact analysis (TIA) evaluates traffic operations under 2022 Existing, 2026 No-Build, and 2026 Build conditions during the AM and PM peak hours at the following study intersections: 1. Holly Shelter Road at I-40 EB Ramps 2. Holly Shelter Road at I-40 WB Ramps 3. Holly Shelter Road at Blue Clay Road 4. Sidbury Road at Dairy Farm Road 5. Holly Shelter Road at Site Access #1 6. Blue Clay Road at Site Access #2/Concrete Plant 7. Blue Clay at Site Access #3/Kerry Drive 8. Blue Clay Road at Site Access #4 The TIA scoping document associated with this project was initially reviewed and approved by the Wilmington Urban Metropolitan Planning Organization (WMPO) on October 26, 2022 and revised on January 12, 2023. The revised TIA scoping document is included in Appendix B for reference. Kimley-Horn was retained to determine the potential traffic impacts of this development and identify transportation improvements that may be required to accommodate these impacts in accordance with the guidelines set forth in the North Carolina Department of Transportation (NCDOT) Congestion Management Capacity Analysis Guidelines, NCDOT Policy on Street and Driveway Access to North Carolina Highways, and WMPO Traffic Impact Analysis Supplemental Guidelines. Based on capacity analysis results, the following recommendations are offered: Holly Shelter Road at I-40 EB Ramps  Place the intersection under traffic signal control.  Operate the westbound left-turn movement with protected/permissive phasing.  Operate the eastbound right-turn movement with permitted-overlap phasing to run concurrently with the I-40 EB off-ramp approach. Holly Shelter Road at I-40 WB Ramps  Construct a northbound left-turn lane with a storage of 400 feet and appropriate taper length. Castle Hayne Residential Development Traffic Impact Analysis Page iv February 2023 Holly Shelter Road at Blue Clay Road  Construct an eastbound right-turn lane with a minimum storage of 100 feet and appropriate taper length. Holly Shelter Road at Site Access #1  Construct Site Access #1 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #2/Concrete Plant  Construct Site Access #2 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #3/Kerry Drive  Construct Site Access #3 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #4  Construct Site Access #4 as shown on the conceptual site plan to include one ingress lane and one egress lane. Recommended improvements are summarized in Figure ES-1. ` Castle Hayne Residential Development Figure ES-1 - Recommended Roadway Geometry and Traffic Control Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y Ro a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s S = 125' S = 800'S = 225' S = 675' S = 5 0 ' S = 125' Project Site Site Access #1 Si t e A c c e s s # 2 Si t e A c c e s s # 3 Si t e A c c e s s # 4 Legend Existing Laneage Recommended Laneage S = XX' Storage Length Existing Signal Existing Stop Control Recommended Signal Recommended Stop Control S = 4 0 0 ' Castle Hayne Residential Development Traffic Impact Analysis Page 1 February 2023 1 Introduction The proposed Castle Hayne Residential Development is located in Castle Hayne, NC along Holly Shelter Road and Blue Clay Road within a currently vacant parcel of land. This parcel of land is bound by Holly Shelter Road to the north, single-family residences to the south, Blue Clay Road to the east, and vacant land to the west. Based on the current site plan, the proposed development is anticipated to consist of approximately 57 detached houses, 231 duplexes, and 240 apartment units to be constructed and occupied by the end of 2026. New trips generated by the development are expected to utilize one driveway along Holly Shelter Road and three driveways along Blue Clay Road for access to the surrounding roadway network. The location of the proposed development is illustrated in Figure 1, and the development’s conceptual site plan is provided in Appendix A. This traffic impact analysis (TIA) evaluates traffic operations under 2022 Existing, 2026 No-Build, and 2026 Build conditions during the AM and PM peak hours at the following study intersections: 1. Holly Shelter Road at I-40 EB Ramps 2. Holly Shelter Road at I-40 WB Ramps 3. Holly Shelter Road at Blue Clay Road/Commercial Access 4. Sidbury Road at Dairy Farm Road 5. Holly Shelter Road at Site Access #1 6. Blue Clay Road at Site Access #2/Concrete Plant 7. Blue Clay at Site Access #3/Kerry Drive 8. Blue Clay Road at Site Access #4 The TIA scoping document associated with this project was initially reviewed and approved by the Wilmington Urban Metropolitan Planning Organization (WMPO) on October 26, 2022 and revised on January 12, 2023. The TIA scoping document and revised approval is included in Appendix B for reference. Kimley-Horn was retained to determine the potential traffic impacts of this development and identify transportation improvements that may be required to accommodate these impacts in accordance with the guidelines set forth in the North Carolina Department of Transportation (NCDOT) Congestion Management Capacity Analysis Guidelines, NCDOT Policy on Street and Driveway Access to North Carolina Highways, and WMPO Traffic Impact Analysis Supplemental Guidelines. This report presents trip generation, trip distribution, capacity analyses, and recommendations for transportation improvements required to mitigate anticipated traffic demands produced by the subject development. Project Site Castle Hayne Residential Development Figure 1 - Site Location and Study Area Map Study Intersections 1.) Holly Shelter Road at I-40EB Ramps 2.) Holly Shelter Road at I-40WB Ramps 3.) Holly Shelter Road at Blue Clay Road/Commercial Access 4.) Sidbury Road at Dairy Farm Road 5.) Holly Shelter Road at Site Access #1 6.) Blue Clay Road at Site Access #2/Concrete Plant 7.) Blue Clay Road at Site Access #3/Kerry Drive 8.) Blue Clay Road at Site Access #4 1 2 356 7 8 4 Castle Hayne Residential Development Traffic Impact Analysis Page 3 February 2023 1.1 Existing Conditions I-40 is a four-lane, divided interstate with a posted speed limit of 70 miles per hour (mph). Per NCDOT, I-40 had a 2020 Average Annual Daily Traffic (AADT) volume of 28,500 vehicles per day (vpd) north of Holly Shelter Road and 34,000 vpd south of Holly Shelter Road. Holly Shelter Road is a two-lane, undivided principal arterial to the west of I-40 and a major collector to the east of I-40. Holly Shelter Road has a speed limit of 45 mph west of Barbados Boulevard and 55 mph to the east. Per NCDOT, Holly Shelter Road had a 2021 AADT volume that ranged from 6,000 to 10,000 vpd in the vicinity of the study network. Blue Clay Road is major collector with a two-lane, undivided cross section, a posted speed limit of 45 mph within the study area, and a 2021 AADT volume of 2,100 vpd in the vicinity of the study network. Dairy Farm Road is major collector with a two-lane, undivided, cross section and a posted speed limit of 55 mph within the study area. Per NCDOT, Dairy Farm Road had a 2021 AADT volume of 2,300 vpd in the vicinity of the study network. Sidbury Road is a two-lane, undivided major collector road to the west of Dairy Farm Road and a minor collector to the east. Sidbury Road has a posted speed limit of 55 mph within the study area. Per NCDOT, Sidbury Road had a 2021 AADT volume of 3,700 to the east of Dairy Farm Road and 5,600 vpd to the west. The existing geometry and traffic control for the study area intersections are illustrated in Figure 2. Castle Hayne Residential Development Figure 2 - Existing Roadway Geometry and Traffic Contol Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y R o a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s S = 125' S = 800'S = 225' S = 675' S = 5 0 ' S = 125' Legend Existing Laneage S = XX' Storage Length Existing Stop Control Castle Hayne Residential Development Traffic Impact Analysis Page 5 February 2023 2 Existing and Future No-Build Traffic Volume Development 2.1 2022 Existing Traffic Volumes Peak period intersection turning movement and heavy vehicle counts were performed by Marr Traffic, Inc. from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on Tuesday, October 25, 2022 for the study area intersections. This data was used to find common AM and PM peak hours for the study intersections. The common peak hours used in this analysis were from 7:00 AM to 8:00 AM and 4:45 PM to 5:45 PM. Figure 3 shows the 2022 Existing AM and PM peak hour traffic volumes. The raw turning movement counts are included in Appendix C. 2.2 Future Year No-Build Traffic Volume Development Historical traffic growth represents the increase in existing traffic volumes due to usage increases and non-specific growth throughout the area (i.e., that not associated with the subject development). An annual growth rate of 2.0% was established based on NCDOT historical count data and was approved by the WMPO. The growth estimation and TIA scoping document are included in Appendix B. Based on coordination with the WMPO, the Sidbury Development is planned to be constructed and open by 2026. Therefore, traffic associated with this development was considered in the 2026 No-Build peak hour traffic volumes. Approved development traffic volumes are shown in Figure 4. The 2026 No-Build traffic volumes were estimated by increasing 2022 Existing traffic volumes at a rate of 2.0% per year for four years. The 2026 No-Build AM and PM peak hour traffic volumes are shown in Figure 5. Worksheets documenting the traffic volume development are provided in Appendix D. 1 'Int 1'!2 'Int 2'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 4 'Int 4'! (196) 118 (218) 51 14 6 24 21 (25) (9 1 ) (8 ) 358 (179) (2 3 1 ) (5 ) 63 1 5 (5) 15 8 3 8 (3) (2 3 4 ) (4 ) (6 7 ) (9 ) 71 4 4 (4) 4 (4)16 1 4 (6 2 ) (0 ) (1 7 2 ) (270) 145 40 20 0 11 3 (7 6 ) (4 ) (186) 358 79 68 (42) 42 (43) 57 (3 9 ) (1 4 ) (3 4 9 ) (1 7 4 ) 1 30 (158) 125 (127) 158 (1) 5 (0 ) 266 (203) 204 (178) 9 (43) 102 (33) 6 2 0 0 (0) 320 (476) 319 (310) (2 ) (0 ) Castle Hayne Residential Development Figure 3 - 2022 Existing Peak Hour Traffic Volumes Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y R o a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Notes: 1. AM Common Peak Hour 7:00AM - 8:00AM 2. PM Common Peak Hour 4:45PM - 5:45PM 3. Volumes entering and exiting concrete plant were assumed to be minimum values of four (4) vph 4. ITE Trip Generation used to create turning volumes at Kerry Drive 1 'Int 1'!2 'Int 2'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 4 'Int 4'! (0) 0 (111) 33 99 (65) 0 0 0 (0) (0 ) (0 ) (0 ) (0 ) 0 0 (0) 0 (0) (0 ) (0 ) (0 ) (0 ) 0 0 0 0 0 0 (0) 0 (0)0 0 (0 ) (0 ) (0 ) (0 ) (0 ) (0 ) (0 ) (0 ) (0 ) (0) 0 000(0) 0 0 0(0) 0 0 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 0 (0) (0) 0 (0) 0 (0 ) (0 ) (0 ) 0 0 0 Castle Hayne Residential Development Figure 4 - Approved Development Traffic Volumes Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y R o a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Notes: 1. Sidbury Development considered as background development traffic volumes. 1 'Int 1'!2 'Int 2'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 4 'Int 4'! (236) 55 (323) 161 487 (259) 15 8 26 23 (27) (9 9 ) (9 ) (2 5 0 ) (5 ) 68 1 (3) 5 (5) (2 5 3 ) (4 ) (7 3 ) (1 0 ) 17 1 3 9 77 4 4 (4) 4 (4)17 4 4 (1 8 6 ) (8 2 ) (4 ) (4 2 ) (1 5 ) (3 7 8 ) (1 8 8 ) (6 7 ) (0 ) (47) 62 32 21 6 12 2 (292) 157 43 1(201) 388 86 74 (45) 45 (171) 135 (137) 171 (1) 5 (220) 221 (193) 10 (47) 110 (36) 0 0 (0) (515) 345 (336) 288 (2 ) (0 ) (0 ) 346 6 2 Castle Hayne Residential Development Figure 5 - 2026 No-Build Peak Hour Traffic Volumes Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y R o a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Castle Hayne Residential Development Traffic Impact Analysis Page 9 February 2023 3 Project Traffic 3.1 Trip Generation The trip generation rates and equations published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition were used to estimate the trip generation potential of the proposed development. As noted previously, the proposed Castle Hayne Residential Development is anticipated to consist of up to 57 single-family homes (ITE Land Use Code 10 – Single-Family Detached Housing), 231 duplexes (ITE Land Use Code 215 – Single Family Attached Housing), and 240 apartments (ITE Land Use Code 221 – Multifamily Housing Mid- Rise). Based on the residential nature of this development, internal capture and pass-by trip reductions were not considered in the trip generation analysis. The estimated trip generation potential of the proposed Castle Hayne Residential Development is summarized in Table 1 on the next page, which indicates that the development is anticipated to generate 253 trips (69 in/184 out) during the AM peak hour and 288 trips (171 in/117 out) during the PM peak hour. Table 1 – Trip Generation Summary Land Use Intensity Units Daily AM Peak Hour PM Peak Hour Total In Out Total In Out 210 - Single-Family Detached Housing 57 DU 602 45 12 33 59 37 22 215 - Single-Family Attached Housing 231 DU 1,710 114 35 79 135 77 58 221 – Multifamily Housing (Mid-Rise) 240 DU 1,098 94 22 72 94 57 37 Total Net New External Trips 3,410 253 69 184 288 171 117 Note: Trip generation was calculated using the following data: Daily Traffic Generation 210 - Single-Family Detached Housing ITE 210 = LN (T) = 0.92 * LN (X) + (2.68); (50 % In; 50 % Out) 215 - Single-Family Attached Housing ITE 215 = T = 7.62 * (X) + (-50.48); (50 % In; 50 % Out) 221 - Multifamily Housing (Mid-Rise) ITE 221 = T = 4.77 * (X) + (-46.46); (50 % In; 50 % Out) AM Peak-Hour Traffic Generation 210 - Single-Family Detached Housing ITE 210 = LN (T) = 0.91 * LN (X) + (0.12); (26 % In; 74 % Out) 215 - Single-Family Attached Housing ITE 215 = T = 0.52 * (X) + (-5.7); (31 % In; 69 % Out) 221 - Multifamily Housing (Mid-Rise) ITE 221 = T = 0.44 * (X) + (-11.61); (23 % In; 77 % Out) PM Peak-Hour Traffic Generation 210 - Single-Family Detached Housing ITE 210 = LN (T) = 0.94 * LN (X) + (0.27); (63 % In; 37 % Out) 215 - Single-Family Attached Housing ITE 215 = T = 0.6 * (X) + (-3.93); (57 % In; 43 % Out) 221 - Multifamily Housing (Mid-Rise) ITE 221 = T = 0.39 * (X) + (0.34); (61 % In; 39 % Out) Castle Hayne Residential Development Traffic Impact Analysis Page 10 February 2023 3.2 Trip Distribution & Assignment New external trips generated by the proposed development were distributed and assigned to the surrounding roadway network based on existing travel patterns, surrounding land uses, and the proposed site layout. The trip distribution percentages used in this analysis are as follows:  5% to/from the North via I-40  30% to/from the South via I-40  10% to/from the East via Holly Shelter Road  10% to/from the East via Sidbury Road  20% to/from the West via Holly Shelter Road  25% to/from the West via Sidbury Road The site trip distribution and assignment detailed above was approved by the WMPO and is illustrated in Figure 6. Estimated new project trips are presented in Figure 7. 3.3 Future Year Build Traffic Development The estimated Castle Hayne Residential Development project traffic volumes were added to the 2026 No-Build traffic volumes to develop the 2026 Build traffic volumes. The 2026 Build AM and PM peak hour traffic volumes are shown in Figure 8. 1 'Int 1'!2 'Int 2'!5 'Int 5'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 8 'Int 8'! 4 'Int 4'! 25% 10%(2 5 % ) (1 0 % ) (15%) 15 % 20 % (20%) 20 % (2 0 % ) (10%) (2 0 % ) 10 % 10 % (20%) 20 % 20 % (4 0 % ) (1 0 % ) 10 % (10%) (5%) 5%40 % 40%(1 5 % ) 15% (5%) (5 % ) (4 0 % ) (5 % ) 5% 30 % 20% 25% 40% 5% (30%) (5%) 5% 5% (20%) (50%) (40%) Project Site Castle Hayne Residential Development Figure 6 - Project Trip Distribution and Assignment Holly Shelter Road I- 4 0 E B R a m p s Site Access #1 Bl u e C l a y Ro a d Si t e A c c e s s # 2 Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Si t e A c c e s s # 3 Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Si t e A c c e s s # 4 1 'Int 1'!2 'Int 2'!5 'Int 5'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 8 'Int 8'! 4 'Int 4'! (43) 17 46 18 (2 6 ) (3 4 ) 7 (17) (2 9 ) (1 2 ) (18) 27 10 14 (23) 37 14 37 (3 4 ) (2 3 ) (11) 19 (1 7 ) (4 0 ) 7 44 (23) 37 14 32 (1 7 ) (4 6 ) (3 4 ) (4 6 ) 7 74 (12) 18 (6) 9 (8 ) (6 8 ) 3 28 (68) 28 (9 ) (5 1 ) (1 8 ) 910289(6) 9 74 (6 ) (4 6 ) (6 ) 3 21 (26) (34) 14 (43) 17 (68) 28 4 (9) 55 (35) 9 (6) 4 (9) 3 (8) 38 (23) 93 (58) 74 (46) Project Site Castle Hayne Residential Development Figure 7 - 2026 Build Project Trips Holly Shelter Road I- 4 0 E B R a m p s Site Access #1 Bl u e C l a y Ro a d Si t e A c c e s s # 2 Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Si t e A c c e s s # 3 Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Si t e A c c e s s # 4 1 'Int 1'!2 'Int 2'!5 'Int 5'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 8 'Int 8'! 4 'Int 4'! (279) 72 (323) 161 487 (259) 20 4 44 (2 6 ) (2 8 9 ) 30 (44) (1 2 8 ) (2 1 ) (18) 27 10 83 (23) 37 14 21 3 (3 4 ) (1 0 1 ) (11) 19 (1 7 ) (2 9 0 ) (5 ) (0) 0 7 11 2 1 (23) 37 5 (5) 14 20 3 3 9 (3) 0 (0) (1 7 ) (2 9 9 ) (4 ) (3 4 ) (1 1 9 ) (1 0 ) (0) 0 7 15 1 4 (12) 18 4 (4) (6) 9 0 (0) (8 ) (1 5 0 ) (4 ) 3 20 2 4 4 (4) (115) 90 (4 2 ) (2 4 ) (3 7 8 ) (2 3 9 ) (1 8 ) 1 4110289(298) 166 11 7 (6 ) (1 1 3 ) (0 ) (1 9 2 ) (201) 388 86 77 (45) 45 21 6 14 3 (26) (205) 149 (180) 188 (408) 252 (1) 5 292 (229) 276 (228) 19 (53) 4 (9) 113 (44) 6 2 0 0 (0) 384 (538) 438 (394) 412 (335) (0 ) (2 ) (0 ) Project Site Castle Hayne Residential Development Figure 8 - 2026 Build Peak Hour Traffic Volumes Holly Shelter Road I- 4 0 E B R a m p s Site Access #1 Bl u e C l a y Ro a d Si t e A c c e s s # 2 Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Si t e A c c e s s # 3 Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Si t e A c c e s s # 4 Castle Hayne Residential Development Traffic Impact Analysis Page 14 February 2023 4 Capacity Analysis Capacity analyses were conducted under 2022 Existing, 2026 No-Build, and 2026 Build conditions using Synchro Version 11 software. Synchro utilizes methodologies contained within the Highway Capacity Manual, 6th Edition (HCM6) to evaluate the operating characteristics of an intersection under given geometric, traffic control, and traffic demand scenarios. The evaluations presented throughout the remainder of this section make frequent reference to the level of service (LOS) of a given intersection or approach. As defined by HCM6, LOS is used to convert numeric performance measures into a letter grade-based system representative of the average traveler’s perception of the operating efficiency of an intersection. HCM6 defines six letter grades, LOS A through LOS F, where LOS A represents the best operating conditions from the traveler’s perspective and LOS F represents the worst. The level of service (LOS) for two-way stop-controlled (TWSC) intersections is determined based on control delay on the minor street approaches and for the major street left-turn movements during the AM and PM peak hours of travel. It should be noted that it is typical for the minor street approaches of a TWSC intersection—particularly left-turn movements onto the major street—to experience long delays during the peak hours of travel. However, most of the traffic moving through the intersection (i.e., major street through movements) experiences minimal delay. Table 2 lists the control delay-based LOS thresholds published in HCM6 for unsignalized intersections, along with the nomenclature used to describe each LOS grouping herein. Table 2 – Level of Service Control Delay Thresholds for Unsignalized Intersections Level of Service Average Control Delay per Vehicle [sec/veh] A ≤ 10 Short Delays B > 10 – 15 C > 15 – 25 D > 25 – 35 Moderate Delays E > 35 – 50 F > 50 Long Delays At signalized intersections, all movements and approaches are likely to experience some delay during the peak hours of travel, and drivers are more likely to accept longer delays as they await their “turn” to proceed through the intersection. As a result, the control delay threshold bins are larger for signalized intersections, and LOS is typically reported by approach and for the overall intersection. During the peak hours of travel, one or more movements may operate poorly even while the overall intersection operates at a satisfactory LOS. Table 3 summarizes the control delay-based LOS thresholds published in HCM6 for signalized intersections. Table 3 – Level of Service Control Delay Thresholds for Signalized Intersections Level of Service Average Control Delay per Vehicle [sec/veh] A ≤ 10 B > 10 – 20 C > 20 – 35 D > 35 – 55 E > 55 – 80 F > 80 Castle Hayne Residential Development Traffic Impact Analysis Page 15 February 2023 NCDOT Analysis & Mitigation Guidelines All analyses were conducted in accordance with the traffic study guidelines set forth by the NCDOT Congestion Management Capacity Analysis Guidelines, NCDOT Policy on Street and Driveway Access to North Carolina Highways, and WMPO Traffic Impact Analysis Supplemental Guidelines except where otherwise noted within this section. Improvements required to mitigate the traffic impacts of the proposed development were noted and recommended based on NCDOT requirements, which state that “the applicant shall be required to identify mitigation improvements to the roadway network if at least one of the following conditions exists when comparing base network conditions to project conditions:  the total average delay at an intersection or individual approach increases by 25% or greater, while maintaining the same level of service  the Level of Service degrades by at least one level,  or Level of Service is ‘F’.” For the purposes of determining required improvements, 2026 No-Build and 2026 Build conditions are compared in the following subsections. Capacity analysis and SimTraffic queueing/blocking reports are included in Appendix E and Appendix F, respectively. Castle Hayne Residential Development Traffic Impact Analysis Page 16 February 2023 4.1 Holly Shelter Road at I-40 EB Ramps Table 6 on the following page summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the unsignalized intersection of Holly Shelter Road with the I-40 EB Ramps under 2022 Existing, 2026 No-Build, and 2026 Build conditions. Results As shown in Table 4, the minor northbound approach (I-40 EB Ramps) currently operates at LOS C under 2022 Existing AM and PM peak hour conditions. Under 2026 No-Build conditions, the northbound approach is expected to operate at LOS C and LOS D during the AM and PM peak hour, respectively. With the addition of project traffic, the northbound approach is expected to operate at LOS E and LOS D during the AM and PM peak hour, respectively. Right-turn queues are expected to increase significantly along the eastbound approach due to having to yield to the heavy westbound left-turn movement. Therefore, installation of a traffic signal was analyzed as an improvement to the intersection. Signal Warrant Analysis A traffic signal warrant analysis was performed under 2026 Build conditions to determine if the projected vehicular volumes exceed the thresholds established by the Manual on Uniform Traffic Control Devices (MUTCD), Part 4. For the purposes of this analysis, Warrant 3 – Peak Hour Vehicular Volume was studied. When considering the westbound left-turn movement along Holly Shelter Road as the minor approach, Warrant 3 is anticipated to be met under 2026 Build conditions. Signal warrant calculations can be found in Appendix G. Recommendations When comparing 2026 No-Build conditions to 2026 Build conditions, the analysis results indicate that a decline in LOS is expected on the northbound approach of the intersection during the AM and PM peak hour, and queue lengths are expected to increase on the eastbound approach due to increases in the conflicting westbound left-turn volume. Based on the capacity analysis and signal warrant analysis results presented here, the installation of a traffic signal should be considered at this location. No additional improvements are recommended as part of this TIA. Castle Hayne Residential Development Traffic Impact Analysis Page 17 February 2023 Table 4 – Holly Shelter Road at I-40 EB Ramps Capacity Analysis Results Notes: 1. Delay Represented in sec/veh. Condition Measure Holly Shelter Road Holly Shelter Road I-40 EB Ramps Intersection EBT EBR WBL WBT NBL NBR AM Peak Hour 2022 Existing Approach LOS (Delay) A (0.0) A (3.2) C (16.4) - Movement LOS (Delay) A (0.0) A (0.0) A (8.2) A (0.0) C (16.4) Synchro 95th Q 0' 0' 15' 0' 35' SimTraffic Max Q 155' 265' 86' 0' 180' 2026 No-Build Approach LOS (Delay) A (0.0) A (3.2) C (21.8) - Movement LOS (Delay A (0.0) A (0.0) A (8.3) A (0.0) C (21.8) Synchro 95th Q 0' 0' 18' 0' 58' SimTraffic Max Q 369' 326' 98' 3' 201' 2026 Build Approach LOS (Delay) A (0.0) A (3.6) E (36.0) - Movement LOS (Delay) A (0.0) A (0.0) A (8.6) A (0.0) E (36.0) Synchro 95th Q 0' 0' 23' 0' 98' SimTraffic Max Q 652' 375' 106' 0' 319' 2026 Build Improved Approach LOS (Delay) B (18.2) B (17.5) C (33.4) B (19.7) Movement LOS (Delay) C (29.3) B (14.0) C (30.8) A (8.0) C (33.4) Synchro 95th Q 153' 252' 255' 169' 172' SimTraffic Max Q 161' 239' 269' 138' 170' PM Peak Hour 2022 Existing Approach LOS (Delay) A (0.0) A (2.2) C (21.8) - Movement LOS (Delay) A (0.0) A (0.0) A (8.0) A (0.0) C (21.8) Synchro 95th Q 0' 0' 13' 0' 20' SimTraffic Max Q 0' 102' 60' 0' 101' 2026 No-Build Approach LOS (Delay) A (0.0) A (2.2) D (27.2) - Movement LOS (Delay) A (0.0) A (0.0) A (8.1) A (0.0) D (27.2) Synchro 95th Q 0' 0' 15' 0' 28' SimTraffic Max Q 14' 129' 76' 0' 108' 2026 Build Approach LOS (Delay) A (0.0) A (2.5) D (32.2) - Movement LOS (Delay) A (0.0) A (0.0) A (8.3) A (0.0) D (32.2) Synchro 95th Q 0' 0' 18' 0' 38' SimTraffic Max Q 16' 150' 68' 0' 135' 2026 Build Improved Approach LOS (Delay) B (15.1) A (9.9) C (23.1) B (12.3) Movement LOS (Delay) C (20.8) A (9.4) B (19.5) A (5.8) C (23.1) Synchro 95th Q 147' 87' 150' 181' 62' SimTraffic Max Q 143' 101' 152' 126' 94' Existing Storage - 125' 800' - - Castle Hayne Residential Development Traffic Impact Analysis Page 18 February 2023 4.2 Holly Shelter Road at I-40 WB Ramps Table 5 on the following page summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the unsignalized intersection of Holly Shelter Road with the I-40 WB Ramps under 2022 Existing, 2026 No-Build, and 2026 Build conditions. Results As shown in Table 5, the minor northbound approach (I-40 WB Ramps) currently operates at LOS B and LOS E under 2022 Existing AM and PM peak hour conditions, respectively. Under 2026 No-Build and Build conditions, the northbound approach is expected to operate at LOS C and LOS F during the AM and PM peak hour, respectively. During the PM peak hour, delays associated with this approach are expected to increase to over 200 sec/veh under 2026 Build conditions, and queues are anticipated to extend to greater than 1000 feet along the I-40 WB off ramp absent improvements. With project traffic affecting operations at this intersection, the improvement of adding a northbound right-turn lane was analyzed. As shown in Table 5, the northbound off-ramp approach is expected to operate comparably under 2026 No-Build and 2026 Build Improved conditions with this right-turn lane in place. Recommendations When comparing 2026 No-Build conditions to 2026 Build conditions, the analysis results indicate that a decline in LOS is expected on the northbound approach of the intersection during the PM peak hour. A northbound right-turn lane with approximately 400 feet of full-width storage and an appropriate taper length should be constructed. No additional improvements are recommended as part of this TIA. Castle Hayne Residential Development Traffic Impact Analysis Page 19 February 2023 Table 5 – Holly Shelter Road at I-40 WB Ramps Capacity Analysis Results Condition Measure Holly Shelter Road Holly Shelter Road I-40 WB Ramps EBT EBR WBL WBT NBL NBR AM Peak Hour 2022 Existing Approach LOS (Delay) A (0.0) A (0.2) B (12.5) Movement LOS (Delay) A (0.0) A (0.0) A (8.0) A (0.0) B (12.5) Synchro 95th Q 0' 0' 0' 0' 50' SimTraffic Max Q 20' 5' 32' 0' 205' 2026 No- Build Approach LOS (Delay) A (0.0) A (0.2) C (15.3) Movement LOS (Delay) A (0.0) A (0.0) A (8.1) A (0.0) C (15.3) Synchro 95th Q 0' 0' 0' 0' 75' SimTraffic Max Q 8' 7' 44' 0' 252' 2026 Build Approach LOS (Delay) A (0.0) A (0.3) C (20.2) Movement LOS (Delay) A (0.0) A (0.0) A (8.2) A (0.0) C (20.2) Synchro 95th Q 0' 0' 3' 0' 113' SimTraffic Max Q 4' 0' 46' 0' 338' 2026 Build Improved Approach LOS (Delay) A (0.0) A (0.3) C (22.2) Movement LOS (Delay) A (0.0) A (0.0) A (8.2) A (0.0) D (29.8) B (10.7) Synchro 95th Q 0' 0' 3' 0' 105' 20' SimTraffic Max Q 0' 11' 47' 0' 155' 0' PM Peak Hour 2022 Existing Approach LOS (Delay) A (0.0) A (0.9) E (38.2) Movement LOS (Delay) A (0.0) A (0.0) A (7.7) A (0.0) E (38.2) Synchro 95th Q 0' 0' 3' 0' 265' SimTraffic Max Q 7' 6' 48' 0' 544' 2026 No- Build Approach LOS (Delay) A (0.0) A (1.0) F (103.2) Movement LOS (Delay A (0.0) A (0.0) A (7.8) A (0.0) F (103.2) Synchro 95th Q 0' 0' 3' 0' 508' SimTraffic Max Q 6' 0' 47' 0' 770' 2026 Build Approach LOS (Delay) A (0.0) A (0.9) F (223.7) Movement LOS (Delay) A (0.0) A (0.0) A (7.9) A (0.0) F (223.7) Synchro 95th Q 0' 0' 3' 0' 828' SimTraffic Max Q 11' 6' 55' 16' 1118' 2026 Build Improved Approach LOS (Delay) A (0.0) A (0.9) F (87.3) Movement LOS (Delay) A (0.0) A (0.0) A (7.9) A (0.0) F (135.4) B (11.3) Synchro 95th Q 0' 0' 3' 0' 423' 35' SimTraffic Max Q 0' 0' 65' 0' 683' 400' Storage - 800' 225' - - *400' Notes: 1. Delay Represented in sec/veh. 2. * Recommended Storage Length Castle Hayne Residential Development Traffic Impact Analysis Page 20 February 2023 4.3 Holly Shelter Road at Blue Clay Road/Commercial Access Table 6 and Table 7 on the following pages summarize the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the unsignalized intersection of Holly Shelter Road at Blue Clay Road/Commercial Access under 2022 Existing, 2026 No-Build, and 2026 Build conditions. Results As shown in Table 6 and Table 7, the minor northbound approach along Blue Clay Road currently operates at LOS C and LOS B under 2022 Existing AM and PM peak hour conditions, respectively. Under 2026 No-Build conditions, the northbound approach is expected to operate at LOS C and LOS B during the AM and PM peak hour, respectively. With the addition of project traffic, the northbound approach is expected to operate at LOS D and LOS C during the AM and PM peak hour, respectively. A turn lane warrant analysis was conducted to evaluate the need for left- and right-turn lanes along Holly Shelter Road. Based on the right-turn warrants in the NCDOT Roadway Design Manual, a right-turn lane and left-turn lane may be necessary. However, the left-turn lane is warranted during the 2026 No-Build conditions. Based on this, it is recommended to construct only the right-turn lane with a storage length of 100 feet and appropriate taper length. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations When comparing 2026 No-Build conditions to 2026 Build conditions, the analysis results indicate that a decline in LOS is expected on the northbound approach of the intersection during the PM peak hour. However, this declination in LOS is associated with a delay increase of only 2.5 seconds per vehicle, and operations are expected to be comparable under No-Build and Build conditions. An eastbound right-turn lane with a minimum of 100 feet of full-width storage and an appropriate taper length should be constructed. No additional recommendations are offered as part of this TIA. Castle Hayne Residential Development Traffic Impact Analysis Page 21 February 2022 Table 6 – Holly Shelter Road at Blue Clay Road/Commercial Access Capacity Analysis Results (AM Peak Hour) Condition Measure Holly Shelter Road Holly Shelter Road Blue Clay Road Commercial Access EBL EBT EBR WBL WBT WBR NBLT NBR SBL SBT SBR 2022 Existing Approach LOS (Delay) A (0.2) A (2.2) C (15.1) B (12.3) Movement LOS (Delay) A (7.9) A (0.0) A (0.0) A (8.0) A (0.0) A (0.0) C (19.2) A (9.6) B (12.3) Synchro 95th Q 0' 8' 13' 3' 3' SimTraffic Max Q 33' 73' 62' 69' 54' 2026 No-Build Approach LOS (Delay) A (0.2) A (2.2) C (16.4) B (12.8) Movement LOS (Delay) A (7.9) A (0.0) A (0.0) A (8.0) A (0.0) A (0.0) C (21.3) A (9.7) B (12.8) Synchro 95th Q 0' 8' 18' 3' 3' SimTraffic Max Q 30' 94' 62' 60' 63' 2026 Build Approach LOS (Delay) A (0.2) A (2.3) D (28.6) C (16.5) Movement LOS (Delay) A (7.9) A (0.0) A (0.0) A (8.2) A (0.0) A (0.0) E (35.0) A (9.9) C (16.5) Synchro 95th Q 0' 8' 73' 5' 3' SimTraffic Max Q 28' 88' 129' 91' 64' 2026 Build Improved Approach LOS (Delay) A (0.2) A (2.3) D (25.4) C (16.5) Movement LOS (Delay) A (7.9) A (0.0) A (0.0) A (8.2) A (0.0) A (0.0) D (30.7) A (9.6) C (16.5) Synchro 95th Q 0' 0' 8' 65' 5' 3' SimTraffic Max Q 23' 15' 108' 139' 80' 64' Storage - *100' - - 50' - Notes: 1. Delay Represented in sec/veh. 2. * Recommended Storage Length Castle Hayne Residential Development Traffic Impact Analysis Page 22 February 2022 Table 7 – Holly Shelter Road at Blue Clay Road/Commercial Access Capacity Analysis Results (PM Peak Hour) Condition Measure Holly Shelter Road Holly Shelter Road Blue Clay Road Commercial Access EBL EBT EBR WBL WBT WBR NBLT NBR SBL SBT SBR 2022 Existing Approach LOS (Delay) A (0.0) A (1.1) B (13.6) A (9.5) Movement LOS (Delay) A (7.7) A (0.0) A (0.0) A (8.2) A (0.0) A (0.0) C (17.8) B (12.1) A (9.5) Synchro 95th Q 0' 3' 18' 28' 0' SimTraffic Max Q 5' 58' 97' 90' 22' 2026 No-Build Approach LOS (Delay) A (0.0) A (1.2) B (14.1) A (9.5) Movement LOS (Delay) A (7.7) A (0.0) A (0.0) A (8.2) A (0.0) A (0.0) C (18.7) B (12.4) A (9.5) Synchro 95th Q 0' 3' 20' 30' 0' SimTraffic Max Q 4' 58' 80' 89' 18' 2026 Build Approach LOS (Delay) A (0.0) A (1.3) C (18.4) C (18.0) Movement LOS (Delay) A (7.8) A (0.0) A (0.0) A (8.5) A (0.0) A (0.0) D (27.0) B (13.1) C (18.0) Synchro 95th Q 0' 3' 55' 35' 3' SimTraffic Max Q 6' 65' 143' 99' 28' 2026 Build Improved Approach LOS (Delay) A (0.1) A (1.3) C (16.6) C (17.8) Movement LOS (Delay) A (7.8) A (0.0) A (0.0) A (8.5) A (0.0) A (0.0) C (23.8) B (12.2) C (17.8) Synchro 95th Q 0' 0' 3' 48' 33' 3' SimTraffic Max Q 29' 13' 74' 162' 95' 28' Storage *100' 100' - 50' - Notes: 1. Delay Represented in sec/veh. 2. * Recommended Storage Length Castle Hayne Residential Development Traffic Impact Analysis Page 23 February 2023 4.4 Sidbury Road at Dairy Farm Road Table 8 on the following page summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the unsignalized intersection of Sidbury Road with Dairy Farm Road under 2022 Existing, 2026 No-Build, and 2026 Build conditions. Results As shown in Table 8, the southbound minor approach along Dairy Farm Road currently operates at LOS B under 2022 Existing AM and PM peak hour conditions. Under 2026 No-Build conditions, the southbound approach is expected to operate at LOS C and LOS B during the AM and PM peak hours, respectively. With the addition of project traffic, the southbound approach is anticipated to operate at LOS C during the AM and PM peak hours A turn lane warrant analysis was conducted to determine if an eastbound right-turn lane would be necessary along Sidbury Road. Based on the right-turn warrants in the NCDOT Roadway Design Manual, a right-turn lane may not be necessary and is therefore not recommended. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations When comparing 2026 No-Build conditions to 2026 Build conditions, the analysis results indicate that a decline in LOS is expected on the southbound approach of the intersection during the PM peak hour. However, this declination in LOS is associated with an increase in control delay of 5.1 seconds per vehicle under the 2026 Build scenario relative to the 2026 No-Build scenario. In addition, the southbound approach has a control delay of 13.1 seconds per vehicle under 2026 No-Build conditions, just 1.9 sec/veh short of meeting the LOS C threshold. For these reasons, no improvements are recommended as part of this TIA. Castle Hayne Residential Development Traffic Impact Analysis Page 24 February 2023 Table 8 – Sidbury Road at Dairy Farm Road Capacity Analysis Results Condition Measure Sidbury Road Sidbury Road Dairy Farm Road EBL EBT WBT WBR SBL SBR AM Peak Hour 2022 Existing Approach LOS (Delay) A (2.6) A (0.0) B (14.7) Movement LOS (Delay) A (8.6) A (0.0) A (0.0) B (14.7) Synchro 95th Q 5' 0' 0' 40' SimTraffic Max Q 64' 0' 6' 110' 2026 No- Build Approach LOS (Delay) A (2.3) A (0.0) C (18.0) Movement LOS (Delay) A (9.0) A (0.0) A (0.0) C (18.0) Synchro 95th Q 5' 0' 0' 53' SimTraffic Max Q 67' 0' 4' 146' 2026 Build Approach LOS (Delay) A (2.8) A (0.0) C (24.1) Movement LOS (Delay) A (9.1) A (0.0) A (0.0) C (24.1) Synchro 95th Q 8' 0' 0' 98' SimTraffic Max Q 87' 0' 14' 224' PM Peak Hour 2022 Existing Approach LOS (Delay) A (4.3) A (0.0) B (10.9) Movement LOS (Delay) A (8.2) A (0.0) A (0.0) B (10.9) Synchro 95th Q 15' 0' 0' 13' SimTraffic Max Q 72' 5' 4' 72' 2026 No- Build Approach LOS (Delay) A (3.7) A (0.0) B (13.1) Movement LOS (Delay) A (8.7) A (0.0) A (0.0) B (13.1) Synchro 95th Q 20' 0' 0' 20' SimTraffic Max Q 99' 0' 6' 82' 2026 Build Approach LOS (Delay) A (4.2) A (0.0) C (18.2) Movement LOS (Delay) A (9.0) A (0.0) A (0.0) C (18.2) Synchro 95th Q 25' 0' 0' 43' SimTraffic Max Q 106' 0' 14' 124' Existing Storage 125' - - - Castle Hayne Residential Development Traffic Impact Analysis Page 25 February 2023 4.5 Holly Shelter Road at Site Access #1 Table 9 below summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the intersection of Holly Shelter Road with Site Access #1 under 2026 Build conditions. Site Access #1 is planned to be constructed as full-movement driveway with one ingress lane and one egress lane. Table 9 – Holly Shelter Road at Site Access #1 Capacity Analysis Results Condition Measure Holly Shelter Road Holly Shelter Road Site Access #1 EBT EBR WBL WBT NBL NBR AM Peak Hour 2026 Build Approach LOS (Delay) A (0.0) A (1.3) B (14.3) Movement LOS (Delay) A (0.0) A (7.8) A (0.0) B (14.3) Synchro 95th Q 0' 0' 8' SimTraffic Max Q 0' 18' 52' PM Peak Hour 2026 Build Approach LOS (Delay) A (0.0) A (0.2) C (15.7) Movement LOS (Delay) A (0.0) A (8.4) A (0.0) C (15.7) Synchro 95th Q 0' 0' 5' SimTraffic Max Q 0' 32' 42' Results Based on the results presented in Table 9, this proposed intersection is expected to operate with short delays on all approaches under 2026 Build conditions. The intersection is also expected to experience minimal queuing. A turn lane warrant analysis was conducted to determine if a westbound left-turn lane and eastbound right-turn lane would be necessary for project traffic entering the site. Based on this analysis, it was determined that thresholds were not met that would consider these turn lanes. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations The Site Access #1 approach is anticipated to operate with minimal delays and queuing. It is recommended to be constructed as planned with one ingress lane and one egress lane and placed under minor street stop control. Castle Hayne Residential Development Traffic Impact Analysis Page 26 February 2023 4.6 Blue Clay Road at Site Access #2/Concrete Plant Table 10 below summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the intersection of Blue Clay Road with Site Access #2/Concrete Plant under 2026 Build conditions. Site Access #2 is planned to be constructed as full-movement driveway with one ingress lane and one egress lane. Results Based on the results presented in Table 10, this intersection is expected to operate with short delays on all approaches under 2026 Build conditions. The intersection is also expected to experience minimal queuing. A turn lane warrant analysis was conducted to determine if a northbound left-turn lane and southbound right-turn lane would be necessary for project traffic entering the site. Based on this analysis, it was determined that thresholds were not met that would consider these turn lanes. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations The Site Access #2 approach is anticipated to operate with minimal delays and queuing. It is recommended to be constructed as planned with one ingress lane and one egress lane and placed under minor street stop control. Castle Hayne Residential Development Traffic Impact Analysis Page 27 February 2022 Table 10 – Blue Clay Road at Site Access #2/Concrete Plant Capacity Analysis Results Condition Measure Site Access #2 Concrete Plant Blue Clay Road Blue Clay Road EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR AM Peak Hour 2026 Build Approach LOS (Delay) B (10.7) B (11.2) A (0.3) A (0.1) Movement LOS (Delay) B (10.7) B (11.2) A (7.7) A (0.0) A (0.0) A (7.6) A (0.0) A (0.0) Synchro 95th Q 5' 3' 0' 0' SimTraffic Max Q 40' 33' 15' 14' PM Peak Hour 2026 Build Approach LOS (Delay) B (11.3) B (12.5) A (0.4) A (0.2) Movement LOS (Delay) B (11.3) B (12.5) A (7.6) A (0.0) A (0.0) A (8.0) A (0.0) A (0.0) Synchro 95th Q 3' 3' 0' 0' SimTraffic Max Q 37' 33' 40' 12' Notes: 1. Delay Represented in sec/veh. Castle Hayne Residential Development Traffic Impact Analysis Page 28 February 2023 4.7 Blue Clay Road at Site Access #3/Kerry Drive Table 11 below summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the intersection of Blue Clay Road with Site Access #3/Kerry Drive under 2026 Build conditions. Please note that although Kerry Drive is existing, data was not collected, and was not analyzed in 2022 Existing or 2026 No-Build conditions due to low volumes. ITE trip generation data was used to estimate peak hour volumes along Kerry Drive based on the surrounding residential unit intensity. Site Access #2 is planned to be constructed as full-movement driveway with one ingress lane and one egress lane. Results Based on the results presented in Table 11, this intersection is expected to operate with short delays on all approaches under 2026 Build conditions. The intersection is also expected to experience minimal queuing. A turn lane warrant analysis was conducted to determine if a northbound left-turn lane and southbound right-turn lane would be necessary for project traffic entering the site. Based on this analysis, it was determined that thresholds were not met that would consider these turn lanes. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations The Site Access #3 approach is anticipated to operate with minimal delays and queuing. It is recommended to be constructed as planned with one ingress lane and one egress lane and placed under minor street stop control. Castle Hayne Residential Development Traffic Impact Analysis Page 29 February 2022 Table 11 – Holly Shelter Road at Site Access #3/Kerry Drive Capacity Analysis Results Condition Measure Site Access #3 Kerry Drive Blue Clay Road Blue Clay Road EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR AM Peak Hour 2026 Build Approach LOS (Delay) B (11.6) B (10.4) A (0.4) A (0.1) Movement LOS (Delay B (11.6) B (10.4) A (7.7) A (0.0) A (0.0) A (7.5) A (0.0) A (0.0) Synchro 95th Q 10' 3' 0' 0' SimTraffic Max Q 55' 33' 20' 13' PM Peak Hour 2026 Build Approach LOS (Delay) B (12.6) B (12.6) A (0.4) A (0.5) Movement LOS (Delay B (12.6) B (12.6) A (7.6) A (0.0) A (0.0) A (7.9) A (0.0) A (0.0) Synchro 95th Q 8' 3' 0' 0' SimTraffic Max Q 46' 36' 37' 27' Notes: 1. Delay Represented in sec/veh. Castle Hayne Residential Development Traffic Impact Analysis Page 30 February 2023 4.8 Blue Clay Road at Site Access #4 Table 12 below summarizes the LOS, control delay, HCM6 95th percentile queue lengths, and SimTraffic maximum queue lengths at the intersection of Blue Clay Road with Site Access #4 under 2026 Build conditions. Site Access #4 is planned to be constructed as full-movement driveway with one ingress lane and one egress lane. Table 12 – Holly Shelter Road at Site Access #4` Capacity Analysis Results Condition Measure Site Access #4 Blue Clay Road Blue Clay Road EBL EBR NBL NBT SBT SBR AM Peak Hour 2026 Build Approach LOS (Delay) B (10.8) A (0.8) A (0.0) Movement LOS (Delay B (10.8) A (7.7) A (0.0) A (0.0) Synchro 95th Q 8' 0' 0' SimTraffic Max Q 65' 27' 0' PM Peak Hour 2026 Build Approach LOS (Delay) B (11.1) A (0.6) A (0.0) Movement LOS (Delay B (11.1) A (7.6) A (0.0) A (0.0) Synchro 95th Q 5' 3' 0' SimTraffic Max Q 65' 30' 0' Results Based on the results presented in Table 12, this proposed intersection is expected to operate with short delays on all approaches under 2026 Build conditions. The intersection is also expected to experience minimal queuing. A turn lane warrant analysis was conducted to determine if a westbound left-turn lane and eastbound right-turn lane would be necessary for project traffic entering the site. Based on this analysis, it was determined that thresholds were not met that would consider these turn lanes. Turn lane warrant analysis worksheets are included in Appendix H. Recommendations The Site Access #4 approach is anticipated to operate with minimal delays and queuing. It is recommended to be constructed as planned with one ingress lane and one egress lane and placed under minor street stop control. Castle Hayne Residential Development Traffic Impact Analysis Page 31 February 2023 5 Conclusion The proposed Castle Hayne Residential Development is located in Castle Hayne, NC along Holly Shelter Road and Blue Clay Road within a currently vacant parcel of land. This parcel of land is bound by Holly Shelter Road to the north, single-family residences to the south, Blue Clay Road to the east, and vacant land to the west. Based on the current site plan, the proposed development is anticipated to consist of approximately 57 detached houses, 231 duplexes, and 240 apartment units to be constructed and occupied by the end of 2026. New trips generated by the development are expected to utilize one driveway along Holly Shelter Road and three driveways along Blue Clay Road for access to the surrounding roadway network. Traffic operations were evaluated under 2022 Existing, 2026 No-Build, and 2026 Build conditions. Based on the results of these analyses, the following recommendations are offered: Holly Shelter Road at I-40 EB Ramps  Place the intersection under traffic signal control.  Operate the westbound left-turn movement with protected/permissive phasing.  Operate the eastbound right-turn movement with permitted-overlap phasing to run concurrently with the I-40 EB off-ramp approach. Holly Shelter Road at I-40 WB Ramps  Construct a northbound left-turn lane with a storage of 400 feet and appropriate taper length. Holly Shelter Road at Blue Clay Road  Construct an eastbound right-turn lane with a minimum storage of 100 feet and appropriate taper length. Holly Shelter Road at Site Access #1  Construct Site Access #1 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #2/Concrete Plant  Construct Site Access #2 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #3/Kerry Drive  Construct Site Access #3 as shown on the conceptual site plan to include one ingress lane and one egress lane. Blue Clay Road at Site Access #4  Construct Site Access #4 as shown on the conceptual site plan to include one ingress lane and one egress lane. Recommended improvements are summarized in Figure 9 ` Castle Hayne Residential Development Figure 9 - 2026 Recommended Roadway Geometry and Traffic Control Holly Shelter Road I- 4 0 E B R a m p s Bl u e C l a y Ro a d Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s S = 125' S = 800'S = 225' S = 675' S = 5 0 ' S = 125' Project Site Site Access #1 Si t e A c c e s s # 2 Si t e A c c e s s # 3 Si t e A c c e s s # 4 Legend Existing Laneage Recommended Laneage S = XX' Storage Length Existing Signal Existing Stop Control Recommended Signal Recommended Stop Control S = 100' S = 4 0 0 ' Castle Hayne Residential Development Traffic Impact Analysis Appendix A – Proposed Development Site Plan Castle Hayne Residential Development Traffic Impact Analysis Appendix B – TIA Scoping Document October 26, 2022 REVISED January 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: REVISED Approved Scope for the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: Based on the information provided and conversations held to date, it is our understanding that the proposed Castle Hayne Residential development has a build year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 93 DU 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Total number of dwelling units is 528 Below please find the scope to be used in the Traffic Impact Analysis: 1. Data Collection – Analysis Parameters: a. Study Intersections For existing intersections, provide turning movement counts, including pedestrians for weekday during non-holiday weeks when school is in session (T, W, TH) morning (7:00am-9:00am) and afternoon (4:00pm-6:00pm) peak periods: 1. SR 1002 (Holly Shelter Road) at I – 40 Eastbound Ramp 2. SR 1002 (Holly Shelter Road) at I – 40 Westbound Ramp 3. SR 1002 (Holly Shelter Road) at SR 2181 (Blue Clay Road) 4. SR 2181 (Dairy Farm Road) at SR 1336 (Sidbury Road) REVISED Castle Hayne Residential (New Hanover County) Traffic Impact Analysis (TIA) scope Page 2 of 3 Site Trip Generation, Site Trip Distribution and Background Traffic Assumptions: i. Site Trip Generation Estimate 1. Trip Generation o Use 11th Edition of ITE Trip Generation Manual 2. Site Trip Distribution o The site access operations must be submitted and approved before use in TIA. 3. Adjacent Development (approved but not yet built): o Sidbury Crossing 4. Background Traffic Assumptions o Build year – 2026 o Growth Rate – 2% per year 2. Capacity Analysis: Weekday AM & PM Peak Hour a. Technical Analysis to use current signal timing and existing geometry and lane configurations. i. 2022 Existing Conditions ii. 2026 Future No-Build [Existing + 2% background growth] iii. 2026 Build Conditions [Existing + 2% background growth + site trips] iv. 2026 Build Conditions w/ Mitigation [Existing + 2% background growth + site trips + improvements] 3. Final Report Submittal: a. Completed TIA Application b. Signed and sealed by a Professional Engineer c. Electronic copy submitted via file share link to include PDF of TIA and Synchro output files as well as digital Synchro files 4. Notes: a. This scope shall remain valid for three months from the date of this letter b. Please note that if any changes occur (including but not limited to: land use, intensity, phasing, and/or site access) additional analysis may be required. Development Name: _________________________ WMPO ID # ______________________________ Updated 5/23/18 Page 1 of 4 P.O. Box 1810 Wilmington, North Carolina 28402 910 341 3258 910 341 7801 FAX Traffic Impact Analysis (TIA): Procedures and Scoping Checklist Date Submitted: 10/10/2022 Date Received by WMPO or NCDOT: ___/___/______ (To be filled out by applicant) (To be filled out by the Department) The purpose of this checklist is to outline and streamline the Traffic Impact Analysis (TIA) scoping process and provide scoping information for WMPO to review and comment prior to developing a TIA. The review procedures are as follows: Contact the Wilmington Metropolitan Planning Organization (WMPO) to determine if a TIA will be required for the development you are proposing within the WMPO Planning Area Boundary. If a TIA is required, the WMPO will coordinate scoping with the Applicant, NCDOT and the governing planning department. Also, if a TIA is required, the Applicants Traffic Engineer shall fill out the checklist below in its entirety in as much detail as possible, include all exhibits and documentation as noted in the checklist and provide it to the WMPO representative no later than 7 business days prior to the date of the next scoping meeting. Scoping meetings occur each Wednesday. The Applicant’s Traffic Engineer (and other interested representatives from the Applicants Design Team) may attend the scoping meeting as deemed necessary and by WMPO request only. Once the scope has been established and submitted, the WMPO will coordinate with NCDOT and the governing Planning department to finalize and submit a formal Scoping Letter to the Transportation Engineer (applicant). If the checklist is deemed complete and in sufficient detail, the scoping letter will be issued within 10 business days of the date of the official receipt date. TIA Submittal: The Applicant shall submit 4 hardcopies and Digital Copy of the TIA and associated models and files to the WMPO for distribution to NCDOT and governing planning agency for review. The TIA preliminary review comments will be sent within 20 business days of TIA submittal. The 20-day review clock is re-set with each set of comments to the Applicant. The TIA is not considered as final and approved until the TIA Approval Letter is submitted by the WMPO. 1 2 3 4 5 Development Name: ______________________ WMPO ID #: _____________________________ Updated 5/23/18 Page 2 of 4 TIA Scoping Checklist: 1. Engineering Firm of Record: Kimley-Horn 2. Contact information: a. Applicant Name: Jonathan Guy b. Email: _jonathan.guy@kimley-horn.com c. Address: 115 Fairchild Street, Suite 250, Charleston, SC d. Phone Number: 704-488-3055 3. Development Name: Castle Hayne Tract Residential 4. Tax Parcel ID #: R01100-008-011-002, 5. Site Address(s): 5210 Holly Shelter Road, Castle Hayne, NC 6. Type of Development: List Land Use(s)/Intensity and ITE codes: ITE LUC 210 – Single Family Detached Homes – 57 dwelling units ITE LUC 220 - Low-rise Multifamily – 45 dwelling units ITE LUC 215 Single-Family attached Home (Duplex) – 48 Units ITE LUC 221 Multifamily Housing Mid Rise – (Apartments) – 240 Units 7. Development Concept: a. Provide a site plan or conceptual plan (include road circulation pattern and development access points to public rights of way). b. Add scaled site plan on Arial imagery which includes adjacent properties and access points 8. If this development is intended to be built in multiple phases the TIA is required to accurately reflect the phasing. If the phasing is not included within the TIA, a revision and/or interim TIA’s will be required. a. What is the proposed build out year? 2025 b. If the project is phased, specify the build out year for each phase. – the project will be built in one single phase. Development Name: ______________________ WMPO ID #: _____________________________ Updated 5/23/18 Page 3 of 4 9. Site Trip Generation: a. Provide a trip generation estimate using the ITE Trip Generation Manual (latest) by phase, if applicable. b. Provide pass-by and internal capture reduction calculations, if applicable. c. Provide a trip generation on AM / PM and Saturday peak hour. 10. Check to see if any of the following apply: a. Proposed TIA is within the area of a known Transportation Improvement Project (TIP) b. NCDOT STIP Map (http://ncdot.maps.arcgis.com/home/webmap/viewer.html?webmap=cb02f4f82897467 0ad01bb83be91b18c) i. See Figure 4 ii. No NCDOT projects within the vicinity of the project that would materially impact the project c. Proposed TIA is within a surrounding municipality that has a planned or active transportation projects i. No County projects withing the vicinity of the project that would materially impact the project 11. Approved Adjacent Developments can be found at the following link: a. List all approved adjacent developments within the TIA study area: WMPO TIA WebApp (http://wilmingtonnc.maps.arcgis.com/apps/webappviewer/index.html?id=d3af4a0e091 941d8886344c4d1c609d5) - See figures in the scoping package identifying the developments adjacent to the site. b. Additional developments may be added to the approved scope once reviewed. 12. Roadway and/or Intersection improvements (planned and funded or required by others based on an approved TIA) within the general study area. List the proposed Intersections to be studied. Attached a map with a list that includes streets and intersections labeled as described below. a. None identified at this time. 13. Streets and intersections should include State Road Designation (US or State Road Number US/SR #, followed by the local road name in parenthesis. E.g.: Market Street should be denoted as US-17-BUS (Market Street). Judges Rd should be denoted as SR-2127 (Judges Rd). State Road designations can be found via the following link: NCDOT State Maintained Network Map Development Name: ______________________ WMPO ID #: _____________________________ Updated 5/23/18 Page 4 of 4 (http://ncdot.maps.arcgis.com/home/webmap/viewer.html?webmap=5d3ad78971714a30be7ff 97fd580e4d5) 1. SR 1002 (Holly Shelter Rd) at I-40 EB Ramps 2. SR 1002 (Holly Shelter Rd) at I-40 WB Ramps 3. SR 1002 (Holly Shelter Rd) at SR 2181 (Blue Clay Rd) 4. SR 2181 (Dairy Farm Rd) at SR 1336 (Sidbury Rd) 14. Growth Factor: 2 % (provide supporting methodology/reasoning) 15. Hours of Study and Data Collection to be determined once the scoping documents is reviewed. 16. Methods of Study as outlined in the NCDOT Congestion Management Capacity Analysis Guidelines. (https://connect.ncdot.gov/resources/safety/Pages/Congestion-Management.aspx) 17. Include Traffic Signal Warrant Analysis for locations with proposed signals. (13 hours counts must be provided.) Proposed Signal Locations: a. ________________________________________________ b. ________________________________________________ c. ________________________________________________ d. ________________________________________________ e. ________________________________________________ f. ________________________________________________ 18. Note: a. The TIA report shall be prepared following NCDOT Congestion Management guidelines and signed and sealed by a Professional Engineer. Any deviations must be approved prior to submitting the TIA. Failure to do so will result in an invalid submittal. NCDOT Congestion Management Capacity Analysis Guidelines. (https://connect.ncdot.gov/resources/safety/Pages/Congestion-Management.aspx) b. Any improvements shown as needed for the background no-build condition SHALL reflect programmed and funded State/Municipal projects or those required as mitigation for surrounding approved developments. Should improvements outside those listed above be included, the TIA is considered INVALID and will not be returned for resubmission. c. If any changes occur (including but not limited to; land use, intensity and/or site access/configuration) additional scoping and analysis may be required. d. Data collected or analysis performed prior to an official scoping letter is issued may be considered invalid. e. TIA approved scoping letter remain valid for three months from the date of issuance. Figure 1Castle Hayne Site Plan 1 2 3 Proposed Access Locations Access Points 1.Access 1 -Full movement off Holly Shelter Rd 2.Access 2 –Full movement off Blue Clay Rd 3.Access 3 –Full movement off Blue Clay Rd Legend -Study Area Intersections (Existing Intersections) Figure 2a 1.SR 1002 (Holly Shelter Rd) at I-40 EB Ramps 2.SR 1002 (Holly Shelter Rd) at I-40 WB Ramps 3.SR 1002 (Holly Shelter Rd) at SR 2181 (Blue Clay Rd) 4.SR 2181 (Dairy Farm Rd) at SR 1336 (Sidbury Rd) Castle Hayne Site Study Area & Location Site 21 3 4 SR 10 0 2 ( H o l l y S h e l t e r R d ) N Fi g u r e 2 b Ca s t l e H a y n e S t u d y A r e a & L o c a t i o n N Fi g u r e 2c Ca s t l e H a y n e S t u d y A r e a & L o c a t i o n N Fi g u r e 2d Ca s t l e H a y n e S t u d y A r e a & L o c a t i o n N Fi g u r e 2e Ca s t l e H a y n e S t u d y A r e a & L o c a t i o n Figure 3Castle Hayne Stie Trip Generation Table 1 - Trip Generation AM Peak Hour PM Peak Hour Total In Out Total In Out ITE 210 Single-Family Detached Homes 57 DU 602 52 14 38 59 37 22 ITE 215 Single-Family Attached Homes (Duplex)48 DU 315 19 6 13 25 14 11 ITE 221 Multifamily Housing Mid-Rise - (Condos/Apartments)240 DU 1,098 94 22 72 94 57 37 ITE 220 Multifamily Housing Low-Rise 45 DU 364 37 9 28 40 25 15 Subtotal 2,379 202 51 151 218 133 85 Land Use Intensity Daily Figure 4Sullivan Tract NCDOT STIP Projects Source: NCDOT SITE Figure 5aSullivan Tract Offsite Development Source: WMPO SITE Figure 5bCastleHayne Tract Sidbury Road Development From the Wed Jan 19, 2022 photo, the Sidbury development appears to be under construction. Verification of occupancy and offsite improvements needs to be conducted. Source: NCDOT Figure 6Castle Hayne Tract Existing ADT Volumes Castle Hayne Residential Development Traffic Impact Analysis Appendix C – Existing Traffic Counts h Session) (10 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 368 28 3 399 450 27 6 483 320 2 24 294 0 (1-3) (4-7) (8-13) Total 0 204 12 26 166 0 0 0 0 1045 84 25 1154 0 0 0 0 0 0.9397 0 105 18 2 125 524 14 50 460 345 9 4 358 193 6 21 166 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 562 147 0 79 68 Total (8-13)16 5 0 1 4 (8-13) (4-7)35 7 0 4 3 (4-7) (1-3)511 135 0 74 61 (1-3) RightLeftU-Turn U-Turn Left Right Northbound I-40 Michael Jordan Fwy On/Off-Ramp * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 0700 - 0900 (Drop Down Menu) Peak Hour 0700 - 0800 Peak Hour Volume PHF All vehicles Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 16 -25 0 41 - - - - 0 -37 70 0 107 56 79 - 0 135 283 23 -12 0 35 - - - - 0 -22 115 0 137 53 77 - 0 130 302 23 -12 0 35 - - - - 0 -39 94 0 133 58 81 - 0 139 307 17 -19 0 36 - - - - 0 -27 79 0 106 37 83 - 0 120 262 79 0 68 0 147 0 0 0 0 0 0 125 358 0 483 204 320 0 0 524 1154 53.74 0.00 46.26 0.00 - 0.00 0.00 0.00 0.00 - 0.00 25.88 74.12 0.00 - 38.93 61.07 0.00 0.00 - 0.86 0.00 0.68 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.80 0.78 0.00 0.88 0.88 0.96 0.00 0.00 0.94 0.94 Bikes Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 14 -23 0 37 - - - - 0 -30 68 0 98 41 73 - 0 114 249 22 -11 0 33 - - - - 0 -18 110 0 128 48 68 - 0 116 277 22 -11 0 33 - - - - 0 -34 92 0 126 45 74 - 0 119 278 16 -16 0 32 - - - - 0 -23 75 0 98 32 79 - 0 111 241 74 0 61 0 135 0 0 0 0 0 0 105 345 0 450 166 294 0 0 460 1045 54.81 0.00 45.19 0.00 - 0.00 0.00 0.00 0.00 - 0.00 23.33 76.67 0.00 - 36.09 63.91 0.00 0.00 - 0.84 0.00 0.66 0.00 0.91 0.00 0.00 0.00 0.00 0.00 0.00 0.77 0.78 0.00 0.88 0.86 0.93 0.00 0.00 0.97 0.94 Single Unit Trucks (4-7) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 2 - 0 0 2 - - - - 0 - 7 2 0 9 12 6 - 0 18 29 1 - 0 0 1 - - - - 0 - 4 4 0 8 3 8 - 0 11 20 0 - 1 0 1 - - - - 0 - 4 0 0 4 7 6 - 0 13 18 1 - 2 0 3 - - - - 0 - 3 3 0 6 4 4 - 0 8 17 4 0 3 0 7 0 0 0 0 0 0 18 9 0 27 26 24 0 0 50 84 57.14 0.00 42.86 0.00 - 0.00 0.00 0.00 0.00 - 0.00 66.67 33.33 0.00 - 52.00 48.00 0.00 0.00 - 0.50 0.00 0.38 0.00 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.56 0.00 0.75 0.54 0.75 0.00 0.00 0.69 0.72 Combination Trucks (8-13) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0 - 2 0 2 - - - - 0 - 0 0 0 0 3 0 - 0 3 5 0 - 1 0 1 - - - - 0 - 0 1 0 1 2 1 - 0 3 5 1 - 0 0 1 - - - - 0 - 1 2 0 3 6 1 - 0 7 11 0 - 1 0 1 - - - - 0 - 1 1 0 2 1 0 - 0 1 4 1 0 4 0 5 0 0 0 0 0 0 2 4 0 6 12 2 0 0 14 25 20.00 0.00 80.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 33.33 66.67 0.00 - 85.71 14.29 0.00 0.00 - 0.25 0.00 0.50 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.50 0.00 0.50 0.50 0.50 0.00 0.00 0.50 0.57 PHF 0715 - 0730 0730 - 0745 0745 - 0800 Total Approach % I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 0700 - 0715 Approach % PHF Northbound Eastbound Westbound 0715 - 0730 0730 - 0745 0745 - 0800 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Time 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 0700 - 0715 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Total Approach % PHF Northbound 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Eastbound h Session) (10 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 441 16 3 460 456 9 1 466 420 1 12 407 0 (1-3) (4-7) (8-13) Total 0 140 6 8 126 0 0 0 0 1038 34 10 1082 0 0 0 0 0 0.8148 0 180 7 1 188 560 7 20 533 276 2 0 278 204 1 8 195 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 418 56 0 40 16 Total (8-13) 6 2 0 2 0 (8-13) (4-7)10 5 0 4 1 (4-7) (1-3)402 49 0 34 15 (1-3) RightLeftU-Turn U-Turn Left Right Northbound I-40 Michael Jordan Fwy On/Off-Ramp * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Tuesday, October 25, 2022 Session Parameters SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Period 1600 - 1800 (Drop Down Menu) Peak Hour 1600 - 1700 Peak Hour Volume PHF All vehicles Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 11 - 7 0 18 - - - - 0 -52 113 0 165 37 112 - 0 149 332 11 - 3 0 14 - - - - 0 -47 66 0 113 29 96 - 0 125 252 4 - 3 0 7 - - - - 0 -51 56 0 107 50 101 - 0 151 265 14 - 3 0 17 - - - - 0 -38 43 0 81 24 111 - 0 135 233 40 0 16 0 56 0 0 0 0 0 0 188 278 0 466 140 420 0 0 560 1082 71.43 0.00 28.57 0.00 - 0.00 0.00 0.00 0.00 - 0.00 40.34 59.66 0.00 - 25.00 75.00 0.00 0.00 - 0.71 0.00 0.57 0.00 0.78 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.62 0.00 0.71 0.70 0.94 0.00 0.00 0.93 0.81 Bikes Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 10 - 7 0 17 - - - - 0 -51 111 0 162 31 109 - 0 140 319 11 - 3 0 14 - - - - 0 -45 66 0 111 26 93 - 0 119 244 4 - 3 0 7 - - - - 0 -48 56 0 104 47 98 - 0 145 256 9 - 2 0 11 - - - - 0 -36 43 0 79 22 107 - 0 129 219 34 0 15 0 49 0 0 0 0 0 0 180 276 0 456 126 407 0 0 533 1038 69.39 0.00 30.61 0.00 - 0.00 0.00 0.00 0.00 - 0.00 39.47 60.53 0.00 - 23.64 76.36 0.00 0.00 - 0.77 0.00 0.54 0.00 0.72 0.00 0.00 0.00 0.00 0.00 0.00 0.88 0.62 0.00 0.70 0.67 0.93 0.00 0.00 0.92 0.81 Single Unit Trucks (4-7) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0 - 0 0 0 - - - - 0 - 1 2 0 3 3 2 - 0 5 8 0 - 0 0 0 - - - - 0 - 1 0 0 1 2 3 - 0 5 6 0 - 0 0 0 - - - - 0 - 3 0 0 3 2 3 - 0 5 8 4 - 1 0 5 - - - - 0 - 2 0 0 2 1 4 - 0 5 12 4 0 1 0 5 0 0 0 0 0 0 7 2 0 9 8 12 0 0 20 34 80.00 0.00 20.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 77.78 22.22 0.00 - 40.00 60.00 0.00 0.00 - 0.25 0.00 0.25 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.25 0.00 0.75 0.67 0.75 0.00 0.00 1.00 0.71 Combination Trucks (8-13) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 1.1 1.2 1.3 Total Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1 - 0 0 1 - - - - 0 - 0 0 0 0 3 1 - 0 4 5 0 - 0 0 0 - - - - 0 - 1 0 0 1 1 0 - 0 1 2 0 - 0 0 0 - - - - 0 - 0 0 0 0 1 0 - 0 1 1 1 - 0 0 1 - - - - 0 - 0 0 0 0 1 0 - 0 1 2 2 0 0 0 2 0 0 0 0 0 0 1 0 0 1 6 1 0 0 7 10 100.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 85.71 14.29 0.00 0.00 - 0.50 0.00 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.25 0.50 0.25 0.00 0.00 0.44 0.50 PHF 1615 - 1630 1630 - 1645 1645 - 1700 Total Approach % I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 1600 - 1615 Approach % PHF Northbound Eastbound Westbound 1615 - 1630 1630 - 1645 1645 - 1700 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Time 1600 - 1615 1615 - 1630 1630 - 1645 1645 - 1700 1600 - 1615 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 1600 - 1615 1615 - 1630 1630 - 1645 1645 - 1700 I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Total Approach % PHF Northbound 1600 - 1615 1615 - 1630 1630 - 1645 1645 - 1700 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Eastbound Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) All vehicles Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0700 - 0715 16 25 0 41 37 70 0 107 56 79 0 135 283 0715 - 0730 23 12 0 35 22 115 0 137 53 77 0 130 302 0730 - 0745 23 12 0 35 39 94 0 133 58 81 0 139 307 0745 - 0800 17 19 0 36 27 79 0 106 37 83 0 120 262 Hourly Total 79 68 0 147 125 358 0 483 204 320 0 524 1154 0800 - 0815 22 7 0 29 35 68 0 103 43 89 0 132 264 0815 - 0830 6 14 0 20 41 98 0 139 38 102 0 140 299 0830 - 0845 11 7 0 18 31 98 0 129 42 88 0 130 277 0845 - 0900 9 4 0 13 29 48 0 77 32 57 0 89 179 Hourly Total 48 32 0 80 136 312 0 448 155 336 0 491 1019 Grand Total 127 100 0 227 261 670 0 931 359 656 0 1015 2173 Approach %55.95 44.05 0.00 -28.03 71.97 0.00 -35.37 64.63 0.00 - Intersection %5.84 4.60 0.00 10.45 12.01 30.83 0.00 42.84 16.52 30.19 0.00 46.71 PHF 0.86 0.68 0.00 0.90 0.80 0.78 0.00 0.88 0.88 0.96 0.00 0.94 0.94 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) All vehicles All vehicles 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1600 - 1615 11 7 0 18 52 113 0 165 37 112 0 149 332 1615 - 1630 11 3 0 14 47 66 0 113 29 96 0 125 252 1630 - 1645 4 3 0 7 51 56 0 107 50 101 0 151 265 1645 - 1700 14 3 0 17 38 43 0 81 24 111 0 135 233 Hourly Total 40 16 0 56 188 278 0 466 140 420 0 560 1082 1700 - 1715 8 3 0 11 41 48 0 89 52 117 0 169 269 1715 - 1730 11 6 0 17 43 53 0 96 48 124 0 172 285 1730 - 1745 6 2 0 8 36 42 0 78 54 124 0 178 264 1745 - 1800 7 1 0 8 33 39 0 72 23 149 0 172 252 Hourly Total 32 12 0 44 153 182 0 335 177 514 0 691 1070 Grand Total 72 28 0 100 341 460 0 801 317 934 0 1251 2152 Approach %72.00 28.00 0.00 -42.57 57.43 0.00 -25.34 74.66 0.00 - Intersection %3.35 1.30 0.00 4.65 15.85 21.38 0.00 37.22 14.73 43.40 0.00 58.13 PHF 0.71 0.57 0.00 0.78 0.90 0.62 0.00 0.71 0.70 0.94 0.00 0.93 0.81 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Bikes Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Bikes Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Bikes Bikes 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Passenger Vehicles (1-3) Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0700 - 0715 14 23 0 37 30 68 0 98 41 73 0 114 249 0715 - 0730 22 11 0 33 18 110 0 128 48 68 0 116 277 0730 - 0745 22 11 0 33 34 92 0 126 45 74 0 119 278 0745 - 0800 16 16 0 32 23 75 0 98 32 79 0 111 241 Hourly Total 74 61 0 135 105 345 0 450 166 294 0 460 1045 0800 - 0815 20 7 0 27 32 66 0 98 37 83 0 120 245 0815 - 0830 6 12 0 18 34 95 0 129 32 93 0 125 272 0830 - 0845 9 5 0 14 25 96 0 121 36 81 0 117 252 0845 - 0900 9 4 0 13 23 45 0 68 21 52 0 73 154 Hourly Total 44 28 0 72 114 302 0 416 126 309 0 435 923 Grand Total 118 89 0 207 219 647 0 866 292 603 0 895 1968 Approach %57.00 43.00 0.00 -25.29 74.71 0.00 -32.63 67.37 0.00 - Intersection %6.00 4.52 0.00 10.52 11.13 32.88 0.00 44.00 14.84 30.64 0.00 45.48 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3)Passenger Vehicles (1-3) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1600 - 1615 10 7 0 17 51 111 0 162 31 109 0 140 319 1615 - 1630 11 3 0 14 45 66 0 111 26 93 0 119 244 1630 - 1645 4 3 0 7 48 56 0 104 47 98 0 145 256 1645 - 1700 9 2 0 11 36 43 0 79 22 107 0 129 219 Hourly Total 34 15 0 49 180 276 0 456 126 407 0 533 1038 1700 - 1715 8 3 0 11 40 48 0 88 49 112 0 161 260 1715 - 1730 11 6 0 17 42 53 0 95 47 119 0 166 278 1730 - 1745 6 0 0 6 35 40 0 75 54 121 0 175 256 1745 - 1800 6 1 0 7 33 39 0 72 23 146 0 169 248 Hourly Total 31 10 0 41 150 180 0 330 173 498 0 671 1042 Grand Total 65 25 0 90 330 456 0 786 299 905 0 1204 2080 Approach %72.22 27.78 0.00 -41.98 58.02 0.00 -24.83 75.17 0.00 - Intersection %3.13 1.20 0.00 4.33 15.87 21.92 0.00 37.79 14.38 43.51 0.00 57.88 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Single Unit Trucks (4-7) Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0700 - 0715 2 0 0 2 7 2 0 9 12 6 0 18 29 0715 - 0730 1 0 0 1 4 4 0 8 3 8 0 11 20 0730 - 0745 0 1 0 1 4 0 0 4 7 6 0 13 18 0745 - 0800 1 2 0 3 3 3 0 6 4 4 0 8 17 Hourly Total 4 3 0 7 18 9 0 27 26 24 0 50 84 0800 - 0815 1 0 0 1 2 1 0 3 4 5 0 9 13 0815 - 0830 0 0 0 0 7 1 0 8 6 6 0 12 20 0830 - 0845 1 2 0 3 5 2 0 7 3 5 0 8 18 0845 - 0900 0 0 0 0 6 1 0 7 5 4 0 9 16 Hourly Total 2 2 0 4 20 5 0 25 18 20 0 38 67 Grand Total 6 5 0 11 38 14 0 52 44 44 0 88 151 Approach %54.55 45.45 0.00 -73.08 26.92 0.00 -50.00 50.00 0.00 - Intersection %3.97 3.31 0.00 7.28 25.17 9.27 0.00 34.44 29.14 29.14 0.00 58.28 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7)Single Unit Trucks (4-7) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1600 - 1615 0 0 0 0 1 2 0 3 3 2 0 5 8 1615 - 1630 0 0 0 0 1 0 0 1 2 3 0 5 6 1630 - 1645 0 0 0 0 3 0 0 3 2 3 0 5 8 1645 - 1700 4 1 0 5 2 0 0 2 1 4 0 5 12 Hourly Total 4 1 0 5 7 2 0 9 8 12 0 20 34 1700 - 1715 0 0 0 0 1 0 0 1 2 4 0 6 7 1715 - 1730 0 0 0 0 1 0 0 1 1 4 0 5 6 1730 - 1745 0 2 0 2 1 0 0 1 0 2 0 2 5 1745 - 1800 1 0 0 1 0 0 0 0 0 1 0 1 2 Hourly Total 1 2 0 3 3 0 0 3 3 11 0 14 20 Grand Total 5 3 0 8 10 2 0 12 11 23 0 34 54 Approach %62.50 37.50 0.00 -83.33 16.67 0.00 -32.35 67.65 0.00 - Intersection %9.26 5.56 0.00 14.81 18.52 3.70 0.00 22.22 20.37 42.59 0.00 62.96 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Combination Trucks (8-13) Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 0700 - 0715 0 2 0 2 0 0 0 0 3 0 0 3 5 0715 - 0730 0 1 0 1 0 1 0 1 2 1 0 3 5 0730 - 0745 1 0 0 1 1 2 0 3 6 1 0 7 11 0745 - 0800 0 1 0 1 1 1 0 2 1 0 0 1 4 Hourly Total 1 4 0 5 2 4 0 6 12 2 0 14 25 0800 - 0815 1 0 0 1 1 1 0 2 2 1 0 3 6 0815 - 0830 0 2 0 2 0 2 0 2 0 3 0 3 7 0830 - 0845 1 0 0 1 1 0 0 1 3 2 0 5 7 0845 - 0900 0 0 0 0 0 2 0 2 6 1 0 7 9 Hourly Total 2 2 0 4 2 5 0 7 11 7 0 18 29 Grand Total 3 6 0 9 4 9 0 13 23 9 0 32 54 Approach %33.33 66.67 0.00 -30.77 69.23 0.00 -71.88 28.13 0.00 - Intersection %5.56 11.11 0.00 16.67 7.41 16.67 0.00 24.07 42.59 16.67 0.00 59.26 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13)Combination Trucks (8-13) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 1.1 1.2 1.3 Total 1.4 1.5 1.6 Total 1.7 1.8 1.9 Total Total 1600 - 1615 1 0 0 1 0 0 0 0 3 1 0 4 5 1615 - 1630 0 0 0 0 1 0 0 1 1 0 0 1 2 1630 - 1645 0 0 0 0 0 0 0 0 1 0 0 1 1 1645 - 1700 1 0 0 1 0 0 0 0 1 0 0 1 2 Hourly Total 2 0 0 2 1 0 0 1 6 1 0 7 10 1700 - 1715 0 0 0 0 0 0 0 0 1 1 0 2 2 1715 - 1730 0 0 0 0 0 0 0 0 0 1 0 1 1 1730 - 1745 0 0 0 0 0 2 0 2 0 1 0 1 3 1745 - 1800 0 0 0 0 0 0 0 0 0 2 0 2 2 Hourly Total 0 0 0 0 0 2 0 2 1 5 0 6 8 Grand Total 2 0 0 2 1 2 0 3 7 6 0 13 18 Approach %100.00 0.00 0.00 -33.33 66.67 0.00 -53.85 46.15 0.00 - Intersection %11.11 0.00 0.00 11.11 5.56 11.11 0.00 16.67 38.89 33.33 0.00 72.22 Date Tuesday, October 25, 2022 Castle Hayne, NC Pedestrian Count Pedestrian Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 1 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 1 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353056°, -77.886017° 34.353056°, -77.886017° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Pedestrians Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App NB SB App NB SB App Int TIME 1a 1b Total 1e 1f Total 1g 1h Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Pedestrians Pedestrians 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App NB SB App NB SB App Int TIME 1a 1b Total 1e 1f Total 1g 1h Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Start Date: 10/25/2022 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM - 07:15 AM 16 0 25 0 0 0 0 37 70 56 79 0 283 07:15 AM - 07:30 AM 23 0 12 0 0 0 0 22 115 53 77 0 302 07:30 AM - 07:45 AM 23 0 12 0 0 0 0 39 94 58 81 0 307 07:45 AM - 08:00 AM 17 0 19 0 0 0 0 27 79 37 83 0 262 08:00 AM - 08:15 AM 22 0 7 0 0 0 0 35 68 43 89 0 264 08:15 AM - 08:30 AM 6 0 14 0 0 0 0 41 98 38 102 0 299 08:30 AM - 08:45 AM 11 0 7 0 0 0 0 31 98 42 88 0 277 08:45 AM - 09:00 AM 9 0 4 0 0 0 0 29 48 32 57 0 179 09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM - 04:15 PM 11 0 7 0 0 0 0 52 113 37 112 0 332 04:15 PM - 04:30 PM 11 0 3 0 0 0 0 47 66 29 96 0 252 04:30 PM - 04:45 PM 4 0 3 0 0 0 0 51 56 50 101 0 265 04:45 PM - 05:00 PM 14 0 3 0 0 0 0 38 43 24 111 0 233 05:00 PM - 05:15 PM 8 0 3 0 0 0 0 41 48 52 117 0 269 05:15 PM - 05:30 PM 11 0 6 0 0 0 0 43 53 48 124 0 285 05:30 PM - 05:45 PM 6 0 2 0 0 0 0 36 42 54 124 0 264 05:45 PM - 06:00 PM 7 0 1 0 0 0 0 33 39 23 149 0 252 06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 I-40 Michael Jordan Fwy On/Off-Ram SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Northbound Southbound Eastbound Westbound h Session) (10 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 473 41 15 529 164 23 5 192 284 15 34 235 0 (1-3) (4-7) (8-13) Total 0 12 5 1 6 0 0 0 0 746 80 38 864 0 0 0 0 0 0.9432 0 142 17 5 164 296 20 35 241 22 6 0 28 295 18 32 245 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 40 376 0 245 131 Total (8-13) 5 13 0 0 13 (8-13) (4-7) 7 22 0 7 15 (4-7) (1-3)28 341 0 238 103 (1-3) RightLeftU-Turn U-Turn Left Right Northbound I-40 Michael Jordan Fwy On/Off-Ramp * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 0700 - 0900 (Drop Down Menu) Peak Hour 0730 - 0830 Peak Hour Volume PHF All vehicles Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 48 -31 0 79 - - - - 0 -39 14 0 53 1 85 - 0 86 218 55 -33 0 88 - - - - 0 -41 7 0 48 2 61 - 0 63 199 65 -42 0 107 - - - - 0 -34 3 0 37 4 70 - 0 74 218 77 -25 0 102 - - - - 0 -50 4 0 54 5 68 - 0 73 229 245 0 131 0 376 0 0 0 0 0 0 164 28 0 192 12 284 0 0 296 864 65.16 0.00 34.84 0.00 - 0.00 0.00 0.00 0.00 - 0.00 85.42 14.58 0.00 - 4.05 95.95 0.00 0.00 - 0.80 0.00 0.78 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.00 0.82 0.50 0.00 0.89 0.60 0.84 0.00 0.00 0.86 0.94 Bikes Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 48 -25 0 73 - - - - 0 -34 12 0 46 0 69 - 0 69 188 53 -27 0 80 - - - - 0 -37 4 0 41 0 50 - 0 50 171 62 -33 0 95 - - - - 0 -31 3 0 34 3 62 - 0 65 194 75 -18 0 93 - - - - 0 -40 3 0 43 3 54 - 0 57 193 238 0 103 0 341 0 0 0 0 0 0 142 22 0 164 6 235 0 0 241 746 69.79 0.00 30.21 0.00 - 0.00 0.00 0.00 0.00 - 0.00 86.59 13.41 0.00 - 2.49 97.51 0.00 0.00 - 0.79 0.00 0.78 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.89 0.46 0.00 0.89 0.50 0.85 0.00 0.00 0.87 0.96 Single Unit Trucks (4-7) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0 - 4 0 4 - - - - 0 - 5 2 0 7 0 9 - 0 9 20 2 - 3 0 5 - - - - 0 - 2 3 0 5 0 10 - 0 10 20 3 - 3 0 6 - - - - 0 - 2 0 0 2 0 5 - 0 5 13 2 - 5 0 7 - - - - 0 - 8 1 0 9 1 10 - 0 11 27 7 0 15 0 22 0 0 0 0 0 0 17 6 0 23 1 34 0 0 35 80 31.82 0.00 68.18 0.00 - 0.00 0.00 0.00 0.00 - 0.00 73.91 26.09 0.00 - 2.86 97.14 0.00 0.00 - 0.58 0.00 0.75 0.00 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.50 0.00 0.64 0.25 0.85 0.00 0.00 0.80 0.74 Combination Trucks (8-13) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0 - 2 0 2 - - - - 0 - 0 0 0 0 1 7 - 0 8 10 0 - 3 0 3 - - - - 0 - 2 0 0 2 2 1 - 0 3 8 0 - 6 0 6 - - - - 0 - 1 0 0 1 1 3 - 0 4 11 0 - 2 0 2 - - - - 0 - 2 0 0 2 1 4 - 0 5 9 0 0 13 0 13 0 0 0 0 0 0 5 0 0 5 5 15 0 0 20 38 0.00 0.00 100.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 25.00 75.00 0.00 0.00 - 0.00 0.00 0.54 0.00 0.54 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.63 0.63 0.54 0.00 0.00 0.63 0.86 PHF 0745 - 0800 0800 - 0815 0815 - 0830 Total Approach % I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 0730 - 0745 Approach % PHF Northbound Eastbound Westbound 0745 - 0800 0800 - 0815 0815 - 0830 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Time 0730 - 0745 0745 - 0800 0800 - 0815 0815 - 0830 0730 - 0745 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 0730 - 0745 0745 - 0800 0800 - 0815 0815 - 0830 I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Total Approach % PHF Northbound 0730 - 0745 0745 - 0800 0800 - 0815 0815 - 0830 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Eastbound h Session) (10 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 669 14 6 689 162 5 0 167 300 4 6 290 0 (1-3) (4-7) (8-13) Total 0 42 0 6 36 0 0 0 0 1033 28 8 1069 0 0 0 0 0 0.9377 0 118 5 0 123 342 4 12 326 44 0 0 44 294 2 8 284 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 86 560 0 389 171 Total (8-13) 0 4 0 2 2 (8-13) (4-7) 6 11 0 8 3 (4-7) (1-3)80 545 0 379 166 (1-3) RightLeftU-Turn U-Turn Left Right Northbound I-40 Michael Jordan Fwy On/Off-Ramp * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Tuesday, October 25, 2022 Session Parameters SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Period 1600 - 1800 (Drop Down Menu) Peak Hour 1700 - 1800 Peak Hour Volume PHF All vehicles Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 84 -50 0 134 - - - - 0 -34 12 0 46 6 87 - 0 93 273 92 -48 0 140 - - - - 0 -41 9 0 50 15 80 - 0 95 285 94 -35 0 129 - - - - 0 -24 11 0 35 17 85 - 0 102 266 119 -38 0 157 - - - - 0 -24 12 0 36 4 48 - 0 52 245 389 0 171 0 560 0 0 0 0 0 0 123 44 0 167 42 300 0 0 342 1069 69.46 0.00 30.54 0.00 - 0.00 0.00 0.00 0.00 - 0.00 73.65 26.35 0.00 - 12.28 87.72 0.00 0.00 - 0.82 0.00 0.86 0.00 0.89 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.92 0.00 0.84 0.62 0.86 0.00 0.00 0.84 0.94 Bikes Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 80 -49 0 129 - - - - 0 -32 12 0 44 6 83 - 0 89 262 90 -47 0 137 - - - - 0 -40 9 0 49 12 78 - 0 90 276 93 -33 0 126 - - - - 0 -23 11 0 34 14 83 - 0 97 257 116 -37 0 153 - - - - 0 -23 12 0 35 4 46 - 0 50 238 379 0 166 0 545 0 0 0 0 0 0 118 44 0 162 36 290 0 0 326 1033 69.54 0.00 30.46 0.00 - 0.00 0.00 0.00 0.00 - 0.00 72.84 27.16 0.00 - 11.04 88.96 0.00 0.00 - 0.82 0.00 0.85 0.00 0.89 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.92 0.00 0.83 0.64 0.87 0.00 0.00 0.84 0.94 Single Unit Trucks (4-7) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 3 - 0 0 3 - - - - 0 - 2 0 0 2 0 2 - 0 2 7 2 - 1 0 3 - - - - 0 - 1 0 0 1 3 2 - 0 5 9 1 - 2 0 3 - - - - 0 - 1 0 0 1 3 1 - 0 4 8 2 - 0 0 2 - - - - 0 - 1 0 0 1 0 1 - 0 1 4 8 0 3 0 11 0 0 0 0 0 0 5 0 0 5 6 6 0 0 12 28 72.73 0.00 27.27 0.00 - 0.00 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 50.00 50.00 0.00 0.00 - 0.67 0.00 0.38 0.00 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.63 0.50 0.75 0.00 0.00 0.60 0.78 Combination Trucks (8-13) Left Right U-Turn App App Thru Right U-Turn App Left Thru U-Turn App Int 2.1 2.2 2.3 Total Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1 - 1 0 2 - - - - 0 - 0 0 0 0 0 2 - 0 2 4 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 0 - 0 0 0 0 - 0 0 0 - - - - 0 - 0 0 0 0 0 1 - 0 1 1 1 - 1 0 2 - - - - 0 - 0 0 0 0 0 1 - 0 1 3 2 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 8 50.00 0.00 50.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.50 0.00 0.50 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.50 0.50 PHF 1715 - 1730 1730 - 1745 1745 - 1800 Total Approach % I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 1700 - 1715 Approach % PHF Northbound Eastbound Westbound 1715 - 1730 1730 - 1745 1745 - 1800 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Time 1700 - 1715 1715 - 1730 1730 - 1745 1745 - 1800 1700 - 1715 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 1700 - 1715 1715 - 1730 1730 - 1745 1745 - 1800 I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Total Approach % PHF Northbound 1700 - 1715 1715 - 1730 1730 - 1745 1745 - 1800 Total Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Eastbound Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) All vehicles Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0700 - 0715 53 18 0 71 41 10 0 51 4 87 0 91 213 0715 - 0730 44 31 0 75 37 11 0 48 2 86 0 88 211 0730 - 0745 48 31 0 79 39 14 0 53 1 85 0 86 218 0745 - 0800 55 33 0 88 41 7 0 48 2 61 0 63 199 Hourly Total 200 113 0 313 158 42 0 200 9 319 0 328 841 0800 - 0815 65 42 0 107 34 3 0 37 4 70 0 74 218 0815 - 0830 77 25 0 102 50 4 0 54 5 68 0 73 229 0830 - 0845 57 35 0 92 34 7 0 41 6 71 0 77 210 0845 - 0900 24 19 0 43 24 7 0 31 3 62 0 65 139 Hourly Total 223 121 0 344 142 21 0 163 18 271 0 289 796 Grand Total 423 234 0 657 300 63 0 363 27 590 0 617 1637 Approach %64.38 35.62 0.00 -82.64 17.36 0.00 -4.38 95.62 0.00 - Intersection %25.84 14.29 0.00 40.13 18.33 3.85 0.00 22.17 1.65 36.04 0.00 37.69 PHF 0.80 0.78 0.00 0.88 0.82 0.50 0.00 0.89 0.60 0.84 0.00 0.86 0.94 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) All vehicles All vehicles 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1600 - 1615 83 41 0 124 40 17 0 57 15 52 0 67 248 1615 - 1630 77 40 0 117 33 17 0 50 9 65 0 74 241 1630 - 1645 69 50 0 119 33 24 0 57 12 77 0 89 265 1645 - 1700 79 41 0 120 28 10 0 38 5 58 0 63 221 Hourly Total 308 172 0 480 134 68 0 202 41 252 0 293 975 1700 - 1715 84 50 0 134 34 12 0 46 6 87 0 93 273 1715 - 1730 92 48 0 140 41 9 0 50 15 80 0 95 285 1730 - 1745 94 35 0 129 24 11 0 35 17 85 0 102 266 1745 - 1800 119 38 0 157 24 12 0 36 4 48 0 52 245 Hourly Total 389 171 0 560 123 44 0 167 42 300 0 342 1069 Grand Total 697 343 0 1040 257 112 0 369 83 552 0 635 2044 Approach %67.02 32.98 0.00 -69.65 30.35 0.00 -13.07 86.93 0.00 - Intersection %34.10 16.78 0.00 50.88 12.57 5.48 0.00 18.05 4.06 27.01 0.00 31.07 PHF 0.82 0.86 0.00 0.89 0.75 0.92 0.00 0.84 0.62 0.86 0.00 0.84 0.94 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Bikes Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Bikes Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Bikes Bikes 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Passenger Vehicles (1-3) Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0700 - 0715 50 15 0 65 36 9 0 45 3 70 0 73 183 0715 - 0730 44 23 0 67 33 8 0 41 2 71 0 73 181 0730 - 0745 48 25 0 73 34 12 0 46 0 69 0 69 188 0745 - 0800 53 27 0 80 37 4 0 41 0 50 0 50 171 Hourly Total 195 90 0 285 140 33 0 173 5 260 0 265 723 0800 - 0815 62 33 0 95 31 3 0 34 3 62 0 65 194 0815 - 0830 75 18 0 93 40 3 0 43 3 54 0 57 193 0830 - 0845 57 26 0 83 29 7 0 36 4 59 0 63 182 0845 - 0900 24 18 0 42 19 5 0 24 3 45 0 48 114 Hourly Total 218 95 0 313 119 18 0 137 13 220 0 233 683 Grand Total 413 185 0 598 259 51 0 310 18 480 0 498 1406 Approach %69.06 30.94 0.00 -83.55 16.45 0.00 -3.61 96.39 0.00 - Intersection %29.37 13.16 0.00 42.53 18.42 3.63 0.00 22.05 1.28 34.14 0.00 35.42 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3)Passenger Vehicles (1-3) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1600 - 1615 83 34 0 117 38 17 0 55 11 48 0 59 231 1615 - 1630 70 39 0 109 32 17 0 49 7 60 0 67 225 1630 - 1645 67 43 0 110 30 23 0 53 8 73 0 81 244 1645 - 1700 78 39 0 117 27 9 0 36 4 54 0 58 211 Hourly Total 298 155 0 453 127 66 0 193 30 235 0 265 911 1700 - 1715 80 49 0 129 32 12 0 44 6 83 0 89 262 1715 - 1730 90 47 0 137 40 9 0 49 12 78 0 90 276 1730 - 1745 93 33 0 126 23 11 0 34 14 83 0 97 257 1745 - 1800 116 37 0 153 23 12 0 35 4 46 0 50 238 Hourly Total 379 166 0 545 118 44 0 162 36 290 0 326 1033 Grand Total 677 321 0 998 245 110 0 355 66 525 0 591 1944 Approach %67.84 32.16 0.00 -69.01 30.99 0.00 -11.17 88.83 0.00 - Intersection %34.83 16.51 0.00 51.34 12.60 5.66 0.00 18.26 3.40 27.01 0.00 30.40 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Single Unit Trucks (4-7) Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0700 - 0715 2 3 0 5 3 1 0 4 0 14 0 14 23 0715 - 0730 0 4 0 4 2 3 0 5 0 13 0 13 22 0730 - 0745 0 4 0 4 5 2 0 7 0 9 0 9 20 0745 - 0800 2 3 0 5 2 3 0 5 0 10 0 10 20 Hourly Total 4 14 0 18 12 9 0 21 0 46 0 46 85 0800 - 0815 3 3 0 6 2 0 0 2 0 5 0 5 13 0815 - 0830 2 5 0 7 8 1 0 9 1 10 0 11 27 0830 - 0845 0 7 0 7 5 0 0 5 0 7 0 7 19 0845 - 0900 0 0 0 0 4 2 0 6 0 11 0 11 17 Hourly Total 5 15 0 20 19 3 0 22 1 33 0 34 76 Grand Total 9 29 0 38 31 12 0 43 1 79 0 80 161 Approach %23.68 76.32 0.00 -72.09 27.91 0.00 -1.25 98.75 0.00 - Intersection %5.59 18.01 0.00 23.60 19.25 7.45 0.00 26.71 0.62 49.07 0.00 49.69 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7)Single Unit Trucks (4-7) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1600 - 1615 0 4 0 4 2 0 0 2 4 1 0 5 11 1615 - 1630 7 0 0 7 1 0 0 1 2 3 0 5 13 1630 - 1645 2 6 0 8 3 1 0 4 4 3 0 7 19 1645 - 1700 1 1 0 2 0 1 0 1 1 3 0 4 7 Hourly Total 10 11 0 21 6 2 0 8 11 10 0 21 50 1700 - 1715 3 0 0 3 2 0 0 2 0 2 0 2 7 1715 - 1730 2 1 0 3 1 0 0 1 3 2 0 5 9 1730 - 1745 1 2 0 3 1 0 0 1 3 1 0 4 8 1745 - 1800 2 0 0 2 1 0 0 1 0 1 0 1 4 Hourly Total 8 3 0 11 5 0 0 5 6 6 0 12 28 Grand Total 18 14 0 32 11 2 0 13 17 16 0 33 78 Approach %56.25 43.75 0.00 -84.62 15.38 0.00 -51.52 48.48 0.00 - Intersection %23.08 17.95 0.00 41.03 14.10 2.56 0.00 16.67 21.79 20.51 0.00 42.31 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Combination Trucks (8-13) Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13) Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 0700 - 0715 1 0 0 1 2 0 0 2 1 3 0 4 7 0715 - 0730 0 4 0 4 2 0 0 2 0 2 0 2 8 0730 - 0745 0 2 0 2 0 0 0 0 1 7 0 8 10 0745 - 0800 0 3 0 3 2 0 0 2 2 1 0 3 8 Hourly Total 1 9 0 10 6 0 0 6 4 13 0 17 33 0800 - 0815 0 6 0 6 1 0 0 1 1 3 0 4 11 0815 - 0830 0 2 0 2 2 0 0 2 1 4 0 5 9 0830 - 0845 0 2 0 2 0 0 0 0 2 5 0 7 9 0845 - 0900 0 1 0 1 1 0 0 1 0 6 0 6 8 Hourly Total 0 11 0 11 4 0 0 4 4 18 0 22 37 Grand Total 1 20 0 21 10 0 0 10 8 31 0 39 70 Approach %4.76 95.24 0.00 -100.00 0.00 0.00 -20.51 79.49 0.00 - Intersection %1.43 28.57 0.00 30.00 14.29 0.00 0.00 14.29 11.43 44.29 0.00 55.71 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13)Combination Trucks (8-13) 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Right U-Turn App Thru Right U-Turn App Left Thru U-Turn App Int TIME 2.1 2.2 2.3 Total 2.4 2.5 2.6 Total 2.7 2.8 2.9 Total Total 1600 - 1615 0 3 0 3 0 0 0 0 0 3 0 3 6 1615 - 1630 0 1 0 1 0 0 0 0 0 2 0 2 3 1630 - 1645 0 1 0 1 0 0 0 0 0 1 0 1 2 1645 - 1700 0 1 0 1 1 0 0 1 0 1 0 1 3 Hourly Total 0 6 0 6 1 0 0 1 0 7 0 7 14 1700 - 1715 1 1 0 2 0 0 0 0 0 2 0 2 4 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 1 0 1 1 1745 - 1800 1 1 0 2 0 0 0 0 0 1 0 1 3 Hourly Total 2 2 0 4 0 0 0 0 0 4 0 4 8 Grand Total 2 8 0 10 1 0 0 1 0 11 0 11 22 Approach %20.00 80.00 0.00 -100.00 0.00 0.00 -0.00 100.00 0.00 - Intersection %9.09 36.36 0.00 45.45 4.55 0.00 0.00 4.55 0.00 50.00 0.00 50.00 Date Tuesday, October 25, 2022 Castle Hayne, NC Pedestrian Count Pedestrian Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 2 of 4 I-40 Michael Jordan Fwy On/Off-Ramp Site 2 of 4 Weather SR-1002 Holly Shelter Rd I-40 Michael Jordan Fwy On/Off-Ramp Cloudy SR-1002 Holly Shelter Rd 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.353069°, -77.883083° 34.353069°, -77.883083° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Pedestrians Weather Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App NB SB App NB SB App Int TIME 2a 2b Total 2e 2f Total 2g 2h Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Pedestrians Pedestrians 1 2 3 4 11 12 13 14 16 17 18 19 Northbound Eastbound Westbound I-40 Michael Jordan Fwy On/Off-Ramp SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App NB SB App NB SB App Int TIME 2a 2b Total 2e 2f Total 2g 2h Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Start Date: 10/25/2022 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM - 07:15 AM 53 0 18 0 0 0 0 41 10 4 87 0 213 07:15 AM - 07:30 AM 44 0 31 0 0 0 0 37 11 2 86 0 211 07:30 AM - 07:45 AM 48 0 31 0 0 0 0 39 14 1 85 0 218 07:45 AM - 08:00 AM 55 0 33 0 0 0 0 41 7 2 61 0 199 08:00 AM - 08:15 AM 65 0 42 0 0 0 0 34 3 4 70 0 218 08:15 AM - 08:30 AM 77 0 25 0 0 0 0 50 4 5 68 0 229 08:30 AM - 08:45 AM 57 0 35 0 0 0 0 34 7 6 71 0 210 08:45 AM - 09:00 AM 24 0 19 0 0 0 0 24 7 3 62 0 139 09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM - 04:15 PM 83 0 41 0 0 0 0 40 17 15 52 0 248 04:15 PM - 04:30 PM 77 0 40 0 0 0 0 33 17 9 65 0 241 04:30 PM - 04:45 PM 69 0 50 0 0 0 0 33 24 12 77 0 265 04:45 PM - 05:00 PM 79 0 41 0 0 0 0 28 10 5 58 0 221 05:00 PM - 05:15 PM 84 0 50 0 0 0 0 34 12 6 87 0 273 05:15 PM - 05:30 PM 92 0 48 0 0 0 0 41 9 15 80 0 285 05:30 PM - 05:45 PM 94 0 35 0 0 0 0 24 11 17 85 0 266 05:45 PM - 06:00 PM 119 0 38 0 0 0 0 24 12 4 48 0 245 06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 I-40 Michael Jordan Fwy On/Off-Ram SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Northbound Southbound Eastbound Westbound Right Thru Left U-Turn RightThruLeftU-Turn (1-3) 3 2 0 0 5 6 (1-3) h Session) (10 (4-7) 1 0 0 0 1 0 (4-7) (8-13) 2 0 0 0 2 0 (8-13) Total 6 2 0 0 8 6 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 249 46 17 312 0 0 0 0 167 25 15 207 266 13 44 209 0 (1-3) (4-7) (8-13) Total 0 102 0 4 98 0 0 0 0 543 79 32 654 0 0 0 0 5 0 0 5 0 0.8984 0 107 24 14 145 368 13 48 307 55 1 1 57 175 14 28 133 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 161 71 0 40 1 30 Total (8-13) 1 2 0 2 0 0 (8-13) (4-7) 5 5 0 1 0 4 (4-7) (1-3)155 64 0 37 1 26 (1-3) RightThruLeftU-Turn U-Turn Left Thru Right Northbound Blue Clay Rd * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Driveway Southbound SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 0700 - 0900 (Drop Down Menu) Peak Hour 0700 - 0800 Peak Hour Volume PHF All vehicles Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 9 1 2 0 12 0 1 2 0 3 0 42 13 0 55 20 74 0 0 94 164 11 0 11 0 22 0 1 0 0 1 0 32 12 0 44 35 72 0 0 107 174 13 0 11 0 24 0 0 1 0 1 3 40 16 0 59 30 68 0 0 98 182 7 0 6 0 13 0 0 3 0 3 2 31 16 0 49 17 52 0 0 69 134 40 1 30 0 71 0 2 6 0 8 5 145 57 0 207 102 266 0 0 368 654 56.34 1.41 42.25 0.00 - 0.00 25.00 75.00 0.00 - 2.42 70.05 27.54 0.00 - 27.72 72.28 0.00 0.00 - 0.77 0.25 0.68 0.00 0.74 0.00 0.50 0.50 0.00 0.67 0.42 0.86 0.89 0.00 0.88 0.73 0.90 0.00 0.00 0.86 0.90 Bikes Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 8 1 2 0 11 0 1 0 0 1 0 33 11 0 44 20 64 0 0 84 140 11 0 10 0 21 0 1 0 0 1 0 22 12 0 34 32 55 0 0 87 143 12 0 9 0 21 0 0 0 0 0 3 27 16 0 46 29 54 0 0 83 150 6 0 5 0 11 0 0 3 0 3 2 25 16 0 43 17 36 0 0 53 110 37 1 26 0 64 0 2 3 0 5 5 107 55 0 167 98 209 0 0 307 543 57.81 1.56 40.63 0.00 - 0.00 40.00 60.00 0.00 - 2.99 64.07 32.93 0.00 - 31.92 68.08 0.00 0.00 - 0.77 0.25 0.65 0.00 0.76 0.00 0.50 0.25 0.00 0.42 0.42 0.81 0.86 0.00 0.91 0.77 0.82 0.00 0.00 0.88 0.91 Single Unit Trucks (4-7) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1 0 0 0 1 0 0 1 0 1 0 8 1 0 9 0 9 0 0 9 20 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 3 13 0 0 16 23 0 0 2 0 2 0 0 0 0 0 0 8 0 0 8 1 10 0 0 11 21 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 12 0 0 12 15 1 0 4 0 5 0 0 1 0 1 0 24 1 0 25 4 44 0 0 48 79 20.00 0.00 80.00 0.00 - 0.00 0.00 100.00 0.00 - 0.00 96.00 4.00 0.00 - 8.33 91.67 0.00 0.00 - 0.25 0.00 0.50 0.00 0.63 0.00 0.00 0.25 0.00 0.25 0.00 0.75 0.25 0.00 0.69 0.33 0.85 0.00 0.00 0.75 0.86 Combination Trucks (8-13) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2 0 1 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 1 0 0 0 1 0 0 1 0 1 0 5 0 0 5 0 4 0 0 4 11 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 9 2 0 0 0 2 0 0 2 0 2 0 14 1 0 15 0 13 0 0 13 32 100.00 0.00 0.00 0.00 - 0.00 0.00 100.00 0.00 - 0.00 93.33 6.67 0.00 - 0.00 100.00 0.00 0.00 - 0.50 0.00 0.00 0.00 0.50 0.00 0.00 0.50 0.00 0.50 0.00 0.70 0.25 0.00 0.75 0.00 0.81 0.00 0.00 0.81 0.73 PHF 0715 - 0730 0730 - 0745 0745 - 0800 Total Approach % Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 0700 - 0715 Approach % PHF Northbound Southbound Eastbound Westbound 0715 - 0730 0730 - 0745 0745 - 0800 Total Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Southbound Eastbound Time 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 0700 - 0715 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Southbound Total Approach % PHF Northbound 0700 - 0715 0715 - 0730 0730 - 0745 0745 - 0800 Total Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Southbound Eastbound Right Thru Left U-Turn RightThruLeftU-Turn (1-3) 2 0 0 0 2 1 (1-3) h Session) (10 (4-7) 0 0 0 0 0 0 (4-7) (8-13) 0 0 0 0 0 0 (8-13) Total 2 0 0 0 2 1 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 244 17 4 265 0 0 0 0 302 11 1 314 203 4 7 192 0 (1-3) (4-7) (8-13) Total 0 33 0 2 31 0 0 0 0 751 30 5 786 0 0 0 0 1 0 0 1 0 0.8733 0 259 10 1 270 236 4 9 223 42 1 0 43 442 1 10 431 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 78 234 2 60 0 172 Total (8-13) 0 0 0 0 0 0 (8-13) (4-7) 3 10 0 10 0 0 (4-7) (1-3)75 224 2 50 0 172 (1-3) RightThruLeftU-Turn U-Turn Left Thru Right Northbound Blue Clay Rd * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Driveway Southbound SR - 1 0 0 2 H o l l y S h e l t e r R d ( W e s t ) Ea s t b o u n d We s t b o u n d SR - 1 0 0 2 H o l l y S h e l t e r R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 1600 - 1800 (Drop Down Menu) Peak Hour 1645 - 1745 Peak Hour Volume PHF All vehicles Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 13 0 35 0 48 0 0 0 0 0 1 68 8 0 77 5 40 0 0 45 170 14 0 54 1 69 0 0 0 0 0 0 58 12 0 70 8 41 0 0 49 188 20 0 42 0 62 0 0 1 0 1 0 77 15 0 92 10 60 0 0 70 225 13 0 41 1 55 0 0 1 0 1 0 67 8 0 75 10 62 0 0 72 203 60 0 172 2 234 0 0 2 0 2 1 270 43 0 314 33 203 0 0 236 786 25.64 0.00 73.50 0.85 - 0.00 0.00 100.00 0.00 - 0.32 85.99 13.69 0.00 - 13.98 86.02 0.00 0.00 - 0.75 0.00 0.80 0.50 0.85 0.00 0.00 0.50 0.00 0.50 0.25 0.88 0.72 0.00 0.85 0.83 0.82 0.00 0.00 0.82 0.87 Bikes Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 10 0 35 0 45 0 0 0 0 0 1 65 7 0 73 5 34 0 0 39 157 12 0 54 1 67 0 0 0 0 0 0 56 12 0 68 7 40 0 0 47 182 16 0 42 0 58 0 0 1 0 1 0 76 15 0 91 9 58 0 0 67 217 12 0 41 1 54 0 0 1 0 1 0 62 8 0 70 10 60 0 0 70 195 50 0 172 2 224 0 0 2 0 2 1 259 42 0 302 31 192 0 0 223 751 22.32 0.00 76.79 0.89 - 0.00 0.00 100.00 0.00 - 0.33 85.76 13.91 0.00 - 13.90 86.10 0.00 0.00 - 0.78 0.00 0.80 0.50 0.84 0.00 0.00 0.50 0.00 0.50 0.25 0.85 0.70 0.00 0.83 0.78 0.80 0.00 0.00 0.80 0.87 Single Unit Trucks (4-7) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 3 0 0 0 3 0 0 0 0 0 0 3 1 0 4 0 5 0 0 5 12 2 0 0 0 2 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 4 4 0 0 0 4 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 7 1 0 0 0 1 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 7 10 0 0 0 10 0 0 0 0 0 0 10 1 0 11 2 7 0 0 9 30 100.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 90.91 9.09 0.00 - 22.22 77.78 0.00 0.00 - 0.63 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.25 0.00 0.55 0.50 0.35 0.00 0.00 0.45 0.63 Combination Trucks (8-13) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.25 0.00 1.00 0.00 0.00 1.00 0.63 PHF 1700 - 1715 1715 - 1730 1730 - 1745 Total Approach % Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time 1645 - 1700 Approach % PHF Northbound Southbound Eastbound Westbound 1700 - 1715 1715 - 1730 1730 - 1745 Total Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Southbound Eastbound Time 1645 - 1700 1700 - 1715 1715 - 1730 1730 - 1745 1645 - 1700 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Eastbound Westbound Approach % PHF 1645 - 1700 1700 - 1715 1715 - 1730 1730 - 1745 Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Total Approach % PHF Northbound Southbound Total Approach % PHF Northbound 1645 - 1700 1700 - 1715 1715 - 1730 1730 - 1745 Total Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Time Northbound Southbound Eastbound Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) All vehicles Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0700 - 0715 9 1 2 0 12 0 1 2 0 3 0 42 13 0 55 20 74 0 0 94 164 0715 - 0730 11 0 11 0 22 0 1 0 0 1 0 32 12 0 44 35 72 0 0 107 174 0730 - 0745 13 0 11 0 24 0 0 1 0 1 3 40 16 0 59 30 68 0 0 98 182 0745 - 0800 7 0 6 0 13 0 0 3 0 3 2 31 16 0 49 17 52 0 0 69 134 Hourly Total 40 1 30 0 71 0 2 6 0 8 5 145 57 0 207 102 266 0 0 368 654 0800 - 0815 12 0 8 0 20 0 0 3 0 3 1 36 10 0 47 20 47 0 0 67 137 0815 - 0830 13 0 12 0 25 0 0 0 0 0 0 43 23 0 66 16 61 0 0 77 168 0830 - 0845 9 0 9 0 18 0 0 2 0 2 0 46 21 0 67 15 49 0 0 64 151 0845 - 0900 6 1 18 0 25 0 0 2 0 2 2 28 11 0 41 14 54 0 0 68 136 Hourly Total 40 1 47 0 88 0 0 7 0 7 3 153 65 0 221 65 211 0 0 276 592 Grand Total 80 2 77 0 159 0 2 13 0 15 8 298 122 0 428 167 477 0 0 644 1246 Approach %50.31 1.26 48.43 0.00 -0.00 13.33 86.67 0.00 -1.87 69.63 28.50 0.00 -25.93 74.07 0.00 0.00 - Intersection %6.42 0.16 6.18 0.00 12.76 0.00 0.16 1.04 0.00 1.20 0.64 23.92 9.79 0.00 34.35 13.40 38.28 0.00 0.00 51.69 PHF 0.77 0.25 0.68 0.00 0.74 0.00 0.50 0.50 0.00 0.67 0.42 0.86 0.89 0.00 0.88 0.73 0.90 0.00 0.00 0.86 0.90 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) All vehicles All vehicles 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1600 - 1615 19 0 23 0 42 0 2 6 0 8 0 67 19 0 86 9 40 0 0 49 185 1615 - 1630 19 0 24 1 44 0 1 6 0 7 0 59 16 0 75 8 31 0 0 39 165 1630 - 1645 13 0 39 0 52 0 0 1 0 1 1 65 10 0 76 5 61 0 0 66 195 1645 - 1700 13 0 35 0 48 0 0 0 0 0 1 68 8 0 77 5 40 0 0 45 170 Hourly Total 64 0 121 1 186 0 3 13 0 16 2 259 53 0 314 27 172 0 0 199 715 1700 - 1715 14 0 54 1 69 0 0 0 0 0 0 58 12 0 70 8 41 0 0 49 188 1715 - 1730 20 0 42 0 62 0 0 1 0 1 0 77 15 0 92 10 60 0 0 70 225 1730 - 1745 13 0 41 1 55 0 0 1 0 1 0 67 8 0 75 10 62 0 0 72 203 1745 - 1800 13 0 32 0 45 0 0 1 0 1 0 52 7 0 59 5 40 0 0 45 150 Hourly Total 60 0 169 2 231 0 0 3 0 3 0 254 42 0 296 33 203 0 0 236 766 Grand Total 124 0 290 3 417 0 3 16 0 19 2 513 95 0 610 60 375 0 0 435 1481 Approach %29.74 0.00 69.54 0.72 -0.00 15.79 84.21 0.00 -0.33 84.10 15.57 0.00 -13.79 86.21 0.00 0.00 - Intersection %8.37 0.00 19.58 0.20 28.16 0.00 0.20 1.08 0.00 1.28 0.14 34.64 6.41 0.00 41.19 4.05 25.32 0.00 0.00 29.37 PHF 0.75 0.00 0.80 0.50 0.85 0.00 0.00 0.50 0.00 0.50 0.25 0.88 0.72 0.00 0.85 0.83 0.82 0.00 0.00 0.82 0.87 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Bikes Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Bikes Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Bikes Bikes 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Passenger Vehicles (1-3) Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3) Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0700 - 0715 8 1 2 0 11 0 1 0 0 1 0 33 11 0 44 20 64 0 0 84 140 0715 - 0730 11 0 10 0 21 0 1 0 0 1 0 22 12 0 34 32 55 0 0 87 143 0730 - 0745 12 0 9 0 21 0 0 0 0 0 3 27 16 0 46 29 54 0 0 83 150 0745 - 0800 6 0 5 0 11 0 0 3 0 3 2 25 16 0 43 17 36 0 0 53 110 Hourly Total 37 1 26 0 64 0 2 3 0 5 5 107 55 0 167 98 209 0 0 307 543 0800 - 0815 11 0 7 0 18 0 0 1 0 1 1 29 8 0 38 18 38 0 0 56 113 0815 - 0830 10 0 9 0 19 0 0 0 0 0 0 33 18 0 51 16 48 0 0 64 134 0830 - 0845 6 0 8 0 14 0 0 1 0 1 0 37 16 0 53 14 39 0 0 53 121 0845 - 0900 6 1 13 0 20 0 0 1 0 1 2 21 8 0 31 14 42 0 0 56 108 Hourly Total 33 1 37 0 71 0 0 3 0 3 3 120 50 0 173 62 167 0 0 229 476 Grand Total 70 2 63 0 135 0 2 6 0 8 8 227 105 0 340 160 376 0 0 536 1019 Approach %51.85 1.48 46.67 0.00 -0.00 25.00 75.00 0.00 -2.35 66.76 30.88 0.00 -29.85 70.15 0.00 0.00 - Intersection %6.87 0.20 6.18 0.00 13.25 0.00 0.20 0.59 0.00 0.79 0.79 22.28 10.30 0.00 33.37 15.70 36.90 0.00 0.00 52.60 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3)Passenger Vehicles (1-3) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1600 - 1615 16 0 23 0 39 0 2 6 0 8 0 60 16 0 76 7 36 0 0 43 166 1615 - 1630 16 0 24 1 41 0 1 6 0 7 0 56 15 0 71 5 29 0 0 34 153 1630 - 1645 11 0 38 0 49 0 0 1 0 1 0 60 10 0 70 5 57 0 0 62 182 1645 - 1700 10 0 35 0 45 0 0 0 0 0 1 65 7 0 73 5 34 0 0 39 157 Hourly Total 53 0 120 1 174 0 3 13 0 16 1 241 48 0 290 22 156 0 0 178 658 1700 - 1715 12 0 54 1 67 0 0 0 0 0 0 56 12 0 68 7 40 0 0 47 182 1715 - 1730 16 0 42 0 58 0 0 1 0 1 0 76 15 0 91 9 58 0 0 67 217 1730 - 1745 12 0 41 1 54 0 0 1 0 1 0 62 8 0 70 10 60 0 0 70 195 1745 - 1800 12 0 31 0 43 0 0 1 0 1 0 50 7 0 57 5 39 0 0 44 145 Hourly Total 52 0 168 2 222 0 0 3 0 3 0 244 42 0 286 31 197 0 0 228 739 Grand Total 105 0 288 3 396 0 3 16 0 19 1 485 90 0 576 53 353 0 0 406 1397 Approach %26.52 0.00 72.73 0.76 -0.00 15.79 84.21 0.00 -0.17 84.20 15.63 0.00 -13.05 86.95 0.00 0.00 - Intersection %7.52 0.00 20.62 0.21 28.35 0.00 0.21 1.15 0.00 1.36 0.07 34.72 6.44 0.00 41.23 3.79 25.27 0.00 0.00 29.06 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Single Unit Trucks (4-7) Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7) Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0700 - 0715 1 0 0 0 1 0 0 1 0 1 0 8 1 0 9 0 9 0 0 9 20 0715 - 0730 0 0 1 0 1 0 0 0 0 0 0 6 0 0 6 3 13 0 0 16 23 0730 - 0745 0 0 2 0 2 0 0 0 0 0 0 8 0 0 8 1 10 0 0 11 21 0745 - 0800 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 12 0 0 12 15 Hourly Total 1 0 4 0 5 0 0 1 0 1 0 24 1 0 25 4 44 0 0 48 79 0800 - 0815 1 0 1 0 2 0 0 0 0 0 0 4 2 0 6 1 6 0 0 7 15 0815 - 0830 1 0 3 0 4 0 0 0 0 0 0 6 3 0 9 0 11 0 0 11 24 0830 - 0845 1 0 1 0 2 0 0 0 0 0 0 7 5 0 12 1 5 0 0 6 20 0845 - 0900 0 0 5 0 5 0 0 1 0 1 0 4 2 0 6 0 7 0 0 7 19 Hourly Total 3 0 10 0 13 0 0 1 0 1 0 21 12 0 33 2 29 0 0 31 78 Grand Total 4 0 14 0 18 0 0 2 0 2 0 45 13 0 58 6 73 0 0 79 157 Approach %22.22 0.00 77.78 0.00 -0.00 0.00 100.00 0.00 -0.00 77.59 22.41 0.00 -7.59 92.41 0.00 0.00 - Intersection %2.55 0.00 8.92 0.00 11.46 0.00 0.00 1.27 0.00 1.27 0.00 28.66 8.28 0.00 36.94 3.82 46.50 0.00 0.00 50.32 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7)Single Unit Trucks (4-7) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1600 - 1615 2 0 0 0 2 0 0 0 0 0 0 5 3 0 8 1 2 0 0 3 13 1615 - 1630 3 0 0 0 3 0 0 0 0 0 0 1 1 0 2 2 1 0 0 3 8 1630 - 1645 2 0 0 0 2 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 7 1645 - 1700 3 0 0 0 3 0 0 0 0 0 0 3 1 0 4 0 5 0 0 5 12 Hourly Total 10 0 0 0 10 0 0 0 0 0 0 12 5 0 17 3 10 0 0 13 40 1700 - 1715 2 0 0 0 2 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 4 1715 - 1730 4 0 0 0 4 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 7 1730 - 1745 1 0 0 0 1 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 7 1745 - 1800 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 Hourly Total 8 0 1 0 9 0 0 0 0 0 0 8 0 0 8 2 2 0 0 4 21 Grand Total 18 0 1 0 19 0 0 0 0 0 0 20 5 0 25 5 12 0 0 17 61 Approach %94.74 0.00 5.26 0.00 -0.00 0.00 0.00 0.00 -0.00 80.00 20.00 0.00 -29.41 70.59 0.00 0.00 - Intersection %29.51 0.00 1.64 0.00 31.15 0.00 0.00 0.00 0.00 0.00 0.00 32.79 8.20 0.00 40.98 8.20 19.67 0.00 0.00 27.87 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Combination Trucks (8-13) Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13) Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 0700 - 0715 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2 0 1 0 0 1 4 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 8 0730 - 0745 1 0 0 0 1 0 0 1 0 1 0 5 0 0 5 0 4 0 0 4 11 0745 - 0800 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 4 0 0 4 9 Hourly Total 2 0 0 0 2 0 0 2 0 2 0 14 1 0 15 0 13 0 0 13 32 0800 - 0815 0 0 0 0 0 0 0 2 0 2 0 3 0 0 3 1 3 0 0 4 9 0815 - 0830 2 0 0 0 2 0 0 0 0 0 0 4 2 0 6 0 2 0 0 2 10 0830 - 0845 2 0 0 0 2 0 0 1 0 1 0 2 0 0 2 0 5 0 0 5 10 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 5 0 0 5 9 Hourly Total 4 0 0 0 4 0 0 3 0 3 0 12 3 0 15 1 15 0 0 16 38 Grand Total 6 0 0 0 6 0 0 5 0 5 0 26 4 0 30 1 28 0 0 29 70 Approach %100.00 0.00 0.00 0.00 -0.00 0.00 100.00 0.00 -0.00 86.67 13.33 0.00 -3.45 96.55 0.00 0.00 - Intersection %8.57 0.00 0.00 0.00 8.57 0.00 0.00 7.14 0.00 7.14 0.00 37.14 5.71 0.00 42.86 1.43 40.00 0.00 0.00 41.43 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13)Combination Trucks (8-13) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 3.1 3.2 3.3 3.4 Total 3.5 3.6 3.7 3.8 Total 3.9 3.10 3.11 3.12 Total 3.13 3.14 3.15 3.16 Total Total 1600 - 1615 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 1 2 0 0 3 6 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 1 0 0 2 4 1630 - 1645 0 0 1 0 1 0 0 0 0 0 1 2 0 0 3 0 2 0 0 2 6 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Hourly Total 1 0 1 0 2 0 0 0 0 0 1 6 0 0 7 2 6 0 0 8 17 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 4 0 0 4 6 Grand Total 1 0 1 0 2 0 0 0 0 0 1 8 0 0 9 2 10 0 0 12 23 Approach %50.00 0.00 50.00 0.00 -0.00 0.00 0.00 0.00 -11.11 88.89 0.00 0.00 -16.67 83.33 0.00 0.00 - Intersection %4.35 0.00 4.35 0.00 8.70 0.00 0.00 0.00 0.00 0.00 4.35 34.78 0.00 0.00 39.13 8.70 43.48 0.00 0.00 52.17 Date Tuesday, October 25, 2022 Castle Hayne, NC Pedestrian Count Pedestrian Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 3 of 4 Blue Clay Rd Driveway Site 3 of 4 Weather SR-1002 Holly Shelter Rd Blue Clay Rd Cloudy SR-1002 Holly Shelter Rd Driveway 63°F SR-1002 Holly Shelter Rd (West)Lat/Long Lat/Long SR-1002 Holly Shelter Rd (East)34.355814°, -77.867667° 34.355814°, -77.867667° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Pedestrians Weather Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App EB WB App NB SB App NB SB App Int TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Pedestrians Pedestrians 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West) SR-1002 Holly Shelter Rd (East) EB WB App EB WB App NB SB App NB SB App Int TIME 3a 3b Total 3c 3d Total 3e 3f Total 3g 3h Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Start Date: 10/25/2022 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM - 07:15 AM 9 1 2 0 1 2 0 42 13 20 74 0 164 07:15 AM - 07:30 AM 11 0 11 0 1 0 0 32 12 35 72 0 174 07:30 AM - 07:45 AM 13 0 11 0 0 1 3 40 16 30 68 0 182 07:45 AM - 08:00 AM 7 0 6 0 0 3 2 31 16 17 52 0 134 08:00 AM - 08:15 AM 12 0 8 0 0 3 1 36 10 20 47 0 137 08:15 AM - 08:30 AM 13 0 12 0 0 0 0 43 23 16 61 0 168 08:30 AM - 08:45 AM 9 0 9 0 0 2 0 46 21 15 49 0 151 08:45 AM - 09:00 AM 6 1 18 0 0 2 2 28 11 14 54 0 136 09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM - 04:15 PM 19 0 23 0 2 6 0 67 19 9 40 0 185 04:15 PM - 04:30 PM 19 0 24 0 1 6 0 59 16 8 31 0 165 04:30 PM - 04:45 PM 13 0 39 0 0 1 1 65 10 5 61 0 195 04:45 PM - 05:00 PM 13 0 35 0 0 0 1 68 8 5 40 0 170 05:00 PM - 05:15 PM 14 0 54 0 0 0 0 58 12 8 41 0 188 05:15 PM - 05:30 PM 20 0 42 0 0 1 0 77 15 10 60 0 225 05:30 PM - 05:45 PM 13 0 41 0 0 1 0 67 8 10 62 0 203 05:45 PM - 06:00 PM 13 0 32 0 0 1 0 52 7 5 40 0 150 06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 Blue Clay Rd Driveway SR-1002 Holly Shelter Rd (West)SR-1002 Holly Shelter Rd (East) Northbound Southbound Eastbound Westbound Right Left U-Turn RightLeftU-Turn (1-3)144 16 0 160 68 (1-3) h Session) (10 (4-7) 5 2 0 7 6 (4-7) (8-13) 1 0 0 1 1 (8-13) Total 150 18 0 168 75 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 525 14 2 541 23 1 0 22 165 10 6 181 391 1 9 381 0 (1-3) (4-7) (8-13) Total 0 0 0 0 0 728 26 9 763 0 0 0 0 46 6 0 52 0 0.904 0 119 4 6 129 414 2 9 403 147 6 6 135 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) * the Peak Hour Diagram does not include Bikes Volume Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Dairy Farm Rd Southbound Si d b u r y R d ( W e s t ) Ea s t b o u n d We s t b o u n d Si d b u r y R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 0700 - 0900 (Drop Down Menu) Peak Hour 0715 - 0815 Peak Hour Volume PHF All vehicles App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 3 -47 0 50 14 27 - 0 41 -96 4 0 100 191 - - - - 0 6 -47 0 53 10 33 - 0 43 -109 6 0 115 211 - - - - 0 6 -25 0 31 13 31 - 0 44 -92 7 0 99 174 - - - - 0 3 -31 0 34 15 38 - 0 53 -94 6 0 100 187 0 0 0 0 0 18 0 150 0 168 52 129 0 0 181 0 391 23 0 414 763 0.00 0.00 0.00 0.00 - 10.71 0.00 89.29 0.00 - 28.73 71.27 0.00 0.00 - 0.00 94.44 5.56 0.00 - 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.80 0.00 0.79 0.87 0.85 0.00 0.00 0.85 0.00 0.90 0.82 0.00 0.90 0.90 Bikes App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 2 -46 0 48 14 27 - 0 41 -91 4 0 95 184 - - - - 0 6 -44 0 50 8 32 - 0 40 -107 6 0 113 203 - - - - 0 6 -25 0 31 11 26 - 0 37 -91 6 0 97 165 - - - - 0 2 -29 0 31 13 34 - 0 47 -92 6 0 98 176 0 0 0 0 0 16 0 144 0 160 46 119 0 0 165 0 381 22 0 403 728 0.00 0.00 0.00 0.00 - 10.00 0.00 90.00 0.00 - 27.88 72.12 0.00 0.00 - 0.00 94.54 5.46 0.00 - 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.78 0.00 0.80 0.82 0.88 0.00 0.00 0.88 0.00 0.89 0.92 0.00 0.89 0.90 Single Unit Trucks (4-7) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 1 - 1 0 2 0 0 - 0 0 - 4 0 0 4 6 - - - - 0 0 - 2 0 2 2 0 - 0 2 - 2 0 0 2 6 - - - - 0 0 - 0 0 0 2 2 - 0 4 - 1 0 0 1 5 - - - - 0 1 - 2 0 3 2 2 - 0 4 - 2 0 0 2 9 0 0 0 0 0 2 0 5 0 7 6 4 0 0 10 0 9 0 0 9 26 0.00 0.00 0.00 0.00 - 28.57 0.00 71.43 0.00 - 60.00 40.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.63 0.00 0.58 0.75 0.50 0.00 0.00 0.63 0.00 0.56 0.00 0.00 0.56 0.72 Combination Trucks (8-13) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 0 - 0 0 0 0 0 - 0 0 - 1 0 0 1 1 - - - - 0 0 - 1 0 1 0 1 - 0 1 - 0 0 0 0 2 - - - - 0 0 - 0 0 0 0 3 - 0 3 - 0 1 0 1 4 - - - - 0 0 - 0 0 0 0 2 - 0 2 - 0 0 0 0 2 0 0 0 0 0 0 0 1 0 1 0 6 0 0 6 0 1 1 0 2 9 0.00 0.00 0.00 0.00 - 0.00 0.00 100.00 0.00 - 0.00 100.00 0.00 0.00 - 0.00 50.00 50.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.25 0.00 0.50 0.00 0.00 0.50 0.00 0.25 0.25 0.00 0.50 0.56 PHF 0730 - 0745 0745 - 0800 0800 - 0815 Total Approach % Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Time 0715 - 0730 Approach % PHF Southbound Eastbound Westbound 0730 - 0745 0745 - 0800 0800 - 0815 Total Westbound Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Time Southbound Eastbound Time 0715 - 0730 0730 - 0745 0745 - 0800 0800 - 0815 0715 - 0730 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Time Eastbound Westbound Approach % PHF 0715 - 0730 0730 - 0745 0745 - 0800 0800 - 0815 Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Total Approach % PHF Southbound Total Approach % PHF 0730 - 0745 0745 - 0800 0800 - 0815 Total Westbound Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Time Southbound Eastbound 0715 - 0730 Right Left U-Turn RightLeftU-Turn (1-3)65 10 0 75 199 (1-3) h Session) (10 (4-7) 6 2 0 8 11 (4-7) (8-13) 1 1 0 2 2 (8-13) Total 72 13 0 85 212 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 258 20 3 281 30 1 4 25 402 9 1 412 208 2 14 192 0 (1-3) (4-7) (8-13) Total 0 1 0 0 1 694 35 6 735 0 0 0 0 174 7 1 182 0 0.9188 0 227 2 0 229 238 3 18 217 242 1 4 237 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) Volume PHF * the Peak Hour Diagram does not include Bikes Volume Si d b u r y R d ( W e s t ) Ea s t b o u n d We s t b o u n d Si d b u r y R d ( E a s t ) Classes Tuesday, October 25, 2022 Session Parameters Period 1600 - 1800 (Drop Down Menu) Peak Hour 1600 - 1700 Peak Hour Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com Dairy Farm Rd Southbound All vehicles App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 6 -23 0 29 38 63 - 1 102 -53 16 0 69 200 - - - - 0 3 -20 0 23 44 59 - 0 103 -50 7 0 57 183 - - - - 0 2 -11 0 13 54 60 - 0 114 -54 1 0 55 182 - - - - 0 2 -18 0 20 46 47 - 0 93 -51 6 0 57 170 0 0 0 0 0 13 0 72 0 85 182 229 0 1 412 0 208 30 0 238 735 0.00 0.00 0.00 0.00 - 15.29 0.00 84.71 0.00 - 44.17 55.58 0.00 0.24 - 0.00 87.39 12.61 0.00 - 0.00 0.00 0.00 0.00 0.00 0.54 0.00 0.78 0.00 0.73 0.84 0.91 0.00 0.25 0.90 0.00 0.96 0.47 0.00 0.86 0.92 Bikes App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 4 -20 0 24 38 63 - 1 102 -46 14 0 60 186 - - - - 0 3 -18 0 21 42 58 - 0 100 -47 6 0 53 174 - - - - 0 2 -10 0 12 50 59 - 0 109 -52 1 0 53 174 - - - - 0 1 -17 0 18 44 47 - 0 91 -47 4 0 51 160 0 0 0 0 0 10 0 65 0 75 174 227 0 1 402 0 192 25 0 217 694 0.00 0.00 0.00 0.00 - 13.33 0.00 86.67 0.00 - 43.28 56.47 0.00 0.25 - 0.00 88.48 11.52 0.00 - 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.81 0.00 0.78 0.87 0.90 0.00 0.25 0.92 0.00 0.92 0.45 0.00 0.90 0.93 Single Unit Trucks (4-7) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 2 - 2 0 4 0 0 - 0 0 - 6 1 0 7 11 - - - - 0 0 - 2 0 2 2 1 - 0 3 - 3 1 0 4 9 - - - - 0 0 - 1 0 1 3 1 - 0 4 - 2 0 0 2 7 - - - - 0 0 - 1 0 1 2 0 - 0 2 - 3 2 0 5 8 0 0 0 0 0 2 0 6 0 8 7 2 0 0 9 0 14 4 0 18 35 0.00 0.00 0.00 0.00 - 25.00 0.00 75.00 0.00 - 77.78 22.22 0.00 0.00 - 0.00 77.78 22.22 0.00 - 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.75 0.00 0.50 0.58 0.50 0.00 0.00 0.56 0.00 0.58 0.50 0.00 0.64 0.80 Combination Trucks (8-13) App Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int Total 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total - - - - 0 0 - 1 0 1 0 0 - 0 0 - 1 1 0 2 3 - - - - 0 0 - 0 0 0 0 0 - 0 0 - 0 0 0 0 0 - - - - 0 0 - 0 0 0 1 0 - 0 1 - 0 0 0 0 1 - - - - 0 1 - 0 0 1 0 0 - 0 0 - 1 0 0 1 2 0 0 0 0 0 1 0 1 0 2 1 0 0 0 1 0 2 1 0 3 6 0.00 0.00 0.00 0.00 - 50.00 0.00 50.00 0.00 - 100.00 0.00 0.00 0.00 - 0.00 66.67 33.33 0.00 - 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.25 0.00 0.50 0.25 0.00 0.00 0.00 0.25 0.00 0.50 0.25 0.00 0.38 0.50 Total Approach % PHF Time 1600 - 1615 1615 - 1630 1630 - 1645 1645 - 1700 PHF Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) 1615 - 1630 1630 - 1645 1645 - 1700 Total Approach % Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Time Sidbury Rd (East) Time 1600 - 1615 Approach % PHF Southbound Eastbound Westbound Southbound Eastbound Dairy Farm Rd Sidbury Rd (West) Total Approach % PHF Southbound Eastbound Time 1600 - 1615 PHF Westbound Sidbury Rd (East) 1615 - 1630 1630 - 1645 1645 - 1700 1600 - 1615 1615 - 1630 1630 - 1645 1645 - 1700 Total Westbound Dairy Farm Rd Sidbury Rd (West) 1615 - 1630 1630 - 1645 1645 - 1700 Total Approach % Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Time 1600 - 1615 Southbound Eastbound Westbound Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) All vehicles Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 0700 - 0715 9 27 0 36 14 27 0 41 61 4 0 65 142 0715 - 0730 3 47 0 50 14 27 0 41 96 4 0 100 191 0730 - 0745 6 47 0 53 10 33 0 43 109 6 0 115 211 0745 - 0800 6 25 0 31 13 31 0 44 92 7 0 99 174 Hourly Total 24 146 0 170 51 118 0 169 358 21 0 379 718 0800 - 0815 3 31 0 34 15 38 0 53 94 6 0 100 187 0815 - 0830 10 25 0 35 22 48 1 71 57 7 0 64 170 0830 - 0845 9 31 0 40 16 60 0 76 72 5 0 77 193 0845 - 0900 6 32 0 38 21 47 0 68 65 8 0 73 179 Hourly Total 28 119 0 147 74 193 1 268 288 26 0 314 729 Grand Total 52 265 0 317 125 311 1 437 646 47 0 693 1447 Approach %16.40 83.60 0.00 -28.60 71.17 0.23 -93.22 6.78 0.00 - Intersection %3.59 18.31 0.00 21.91 8.64 21.49 0.07 30.20 44.64 3.25 0.00 47.89 PHF 0.75 0.80 0.00 0.79 0.87 0.85 0.00 0.85 0.90 0.82 0.00 0.90 0.90 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) All vehicles All vehicles 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 1600 - 1615 6 23 0 29 38 63 1 102 53 16 0 69 200 1615 - 1630 3 20 0 23 44 59 0 103 50 7 0 57 183 1630 - 1645 2 11 0 13 54 60 0 114 54 1 0 55 182 1645 - 1700 2 18 0 20 46 47 0 93 51 6 0 57 170 Hourly Total 13 72 0 85 182 229 1 412 208 30 0 238 735 1700 - 1715 2 18 0 20 64 57 0 121 38 6 0 44 185 1715 - 1730 2 31 0 33 56 45 0 101 45 8 0 53 187 1730 - 1745 2 24 0 26 52 47 0 99 45 5 0 50 175 1745 - 1800 4 14 0 18 38 38 0 76 28 2 0 30 124 Hourly Total 10 87 0 97 210 187 0 397 156 21 0 177 671 Grand Total 23 159 0 182 392 416 1 809 364 51 0 415 1406 Approach %12.64 87.36 0.00 -48.45 51.42 0.12 -87.71 12.29 0.00 - Intersection %1.64 11.31 0.00 12.94 27.88 29.59 0.07 57.54 25.89 3.63 0.00 29.52 PHF 0.54 0.78 0.00 0.73 0.84 0.91 0.25 0.90 0.96 0.47 0.00 0.86 0.92 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Bikes Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Bikes Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Bikes Bikes 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Passenger Vehicles (1-3) Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3) Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 0700 - 0715 9 26 0 35 12 25 0 37 60 4 0 64 136 0715 - 0730 2 46 0 48 14 27 0 41 91 4 0 95 184 0730 - 0745 6 44 0 50 8 32 0 40 107 6 0 113 203 0745 - 0800 6 25 0 31 11 26 0 37 91 6 0 97 165 Hourly Total 23 141 0 164 45 110 0 155 349 20 0 369 688 0800 - 0815 2 29 0 31 13 34 0 47 92 6 0 98 176 0815 - 0830 10 20 0 30 18 42 1 61 57 5 0 62 153 0830 - 0845 8 27 0 35 13 56 0 69 70 3 0 73 177 0845 - 0900 6 27 0 33 18 42 0 60 65 7 0 72 165 Hourly Total 26 103 0 129 62 174 1 237 284 21 0 305 671 Grand Total 49 244 0 293 107 284 1 392 633 41 0 674 1359 Approach %16.72 83.28 0.00 -27.30 72.45 0.26 -93.92 6.08 0.00 - Intersection %3.61 17.95 0.00 21.56 7.87 20.90 0.07 28.84 46.58 3.02 0.00 49.60 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Passenger Vehicles (1-3)Passenger Vehicles (1-3) 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 1600 - 1615 4 20 0 24 38 63 1 102 46 14 0 60 186 1615 - 1630 3 18 0 21 42 58 0 100 47 6 0 53 174 1630 - 1645 2 10 0 12 50 59 0 109 52 1 0 53 174 1645 - 1700 1 17 0 18 44 47 0 91 47 4 0 51 160 Hourly Total 10 65 0 75 174 227 1 402 192 25 0 217 694 1700 - 1715 2 17 0 19 61 57 0 118 33 4 0 37 174 1715 - 1730 2 31 0 33 55 45 0 100 40 8 0 48 181 1730 - 1745 2 24 0 26 50 47 0 97 38 5 0 43 166 1745 - 1800 3 14 0 17 37 38 0 75 25 2 0 27 119 Hourly Total 9 86 0 95 203 187 0 390 136 19 0 155 640 Grand Total 19 151 0 170 377 414 1 792 328 44 0 372 1334 Approach %11.18 88.82 0.00 -47.60 52.27 0.13 -88.17 11.83 0.00 - Intersection %1.42 11.32 0.00 12.74 28.26 31.03 0.07 59.37 24.59 3.30 0.00 27.89 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Single Unit Trucks (4-7) Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7) Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 0700 - 0715 0 1 0 1 1 2 0 3 1 0 0 1 5 0715 - 0730 1 1 0 2 0 0 0 0 4 0 0 4 6 0730 - 0745 0 2 0 2 2 0 0 2 2 0 0 2 6 0745 - 0800 0 0 0 0 2 2 0 4 1 0 0 1 5 Hourly Total 1 4 0 5 5 4 0 9 8 0 0 8 22 0800 - 0815 1 2 0 3 2 2 0 4 2 0 0 2 9 0815 - 0830 0 4 0 4 2 5 0 7 0 1 0 1 12 0830 - 0845 1 3 0 4 3 3 0 6 0 2 0 2 12 0845 - 0900 0 3 0 3 2 2 0 4 0 1 0 1 8 Hourly Total 2 12 0 14 9 12 0 21 2 4 0 6 41 Grand Total 3 16 0 19 14 16 0 30 10 4 0 14 63 Approach %15.79 84.21 0.00 -46.67 53.33 0.00 -71.43 28.57 0.00 - Intersection %4.76 25.40 0.00 30.16 22.22 25.40 0.00 47.62 15.87 6.35 0.00 22.22 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Single Unit Trucks (4-7)Single Unit Trucks (4-7) 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 1600 - 1615 2 2 0 4 0 0 0 0 6 1 0 7 11 1615 - 1630 0 2 0 2 2 1 0 3 3 1 0 4 9 1630 - 1645 0 1 0 1 3 1 0 4 2 0 0 2 7 1645 - 1700 0 1 0 1 2 0 0 2 3 2 0 5 8 Hourly Total 2 6 0 8 7 2 0 9 14 4 0 18 35 1700 - 1715 0 1 0 1 3 0 0 3 4 2 0 6 10 1715 - 1730 0 0 0 0 1 0 0 1 5 0 0 5 6 1730 - 1745 0 0 0 0 2 0 0 2 6 0 0 6 8 1745 - 1800 1 0 0 1 1 0 0 1 3 0 0 3 5 Hourly Total 1 1 0 2 7 0 0 7 18 2 0 20 29 Grand Total 3 7 0 10 14 2 0 16 32 6 0 38 64 Approach %30.00 70.00 0.00 -87.50 12.50 0.00 -84.21 15.79 0.00 - Intersection %4.69 10.94 0.00 15.63 21.88 3.13 0.00 25.00 50.00 9.38 0.00 59.38 Date Tuesday, October 25, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Combination Trucks (8-13) Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13) Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 0700 - 0715 0 0 0 0 1 0 0 1 0 0 0 0 1 0715 - 0730 0 0 0 0 0 0 0 0 1 0 0 1 1 0730 - 0745 0 1 0 1 0 1 0 1 0 0 0 0 2 0745 - 0800 0 0 0 0 0 3 0 3 0 1 0 1 4 Hourly Total 0 1 0 1 1 4 0 5 1 1 0 2 8 0800 - 0815 0 0 0 0 0 2 0 2 0 0 0 0 2 0815 - 0830 0 1 0 1 2 1 0 3 0 1 0 1 5 0830 - 0845 0 1 0 1 0 1 0 1 2 0 0 2 4 0845 - 0900 0 2 0 2 1 3 0 4 0 0 0 0 6 Hourly Total 0 4 0 4 3 7 0 10 2 1 0 3 17 Grand Total 0 5 0 5 4 11 0 15 3 2 0 5 25 Approach %0.00 100.00 0.00 -26.67 73.33 0.00 -60.00 40.00 0.00 - Intersection %0.00 20.00 0.00 20.00 16.00 44.00 0.00 60.00 12.00 8.00 0.00 20.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Combination Trucks (8-13)Combination Trucks (8-13) 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) Left Right U-Turn App Left Thru U-Turn App Thru Right U-Turn App Int TIME 4.1 4.2 4.3 Total 4.4 4.5 4.6 Total 4.7 4.8 4.9 Total Total 1600 - 1615 0 1 0 1 0 0 0 0 1 1 0 2 3 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 1 0 0 1 0 0 0 0 1 1645 - 1700 1 0 0 1 0 0 0 0 1 0 0 1 2 Hourly Total 1 1 0 2 1 0 0 1 2 1 0 3 6 1700 - 1715 0 0 0 0 0 0 0 0 1 0 0 1 1 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 1 0 0 1 1 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 2 0 0 2 2 Grand Total 1 1 0 2 1 0 0 1 4 1 0 5 8 Approach %50.00 50.00 0.00 -100.00 0.00 0.00 -80.00 20.00 0.00 - Intersection %12.50 12.50 0.00 25.00 12.50 0.00 0.00 12.50 50.00 12.50 0.00 62.50 Date Tuesday, October 25, 2022 Castle Hayne, NC Pedestrian Count Pedestrian Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 4 of 4 Dairy Farm Rd Site 4 of 4 Weather Sidbury Rd (West)Cloudy Sidbury Rd (East)Dairy Farm Rd 63°F Sidbury Rd (West)Lat/Long Lat/Long Sidbury Rd (East)34.328325°, -77.868918° 34.328325°, -77.868918° Date ###################0700 - 0900 (Weekday 2h Session) (10-25-2022) Pedestrians Weather Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) EB WB App NB SB App NB SB App Int TIME 4c 4d Total 4e 4f Total 4g 4h Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (10-25-2022) Pedestrians Pedestrians 6 7 8 9 11 12 13 14 16 17 18 19 Southbound Eastbound Westbound Dairy Farm Rd Sidbury Rd (West) Sidbury Rd (East) EB WB App NB SB App NB SB App Int TIME 4c 4d Total 4e 4f Total 4g 4h Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, October 25, 2022 Start Date: 10/25/2022 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM - 07:15 AM 0 0 0 9 0 27 14 27 0 0 61 4 142 07:15 AM - 07:30 AM 0 0 0 3 0 47 14 27 0 0 96 4 191 07:30 AM - 07:45 AM 0 0 0 6 0 47 10 33 0 0 109 6 211 07:45 AM - 08:00 AM 0 0 0 6 0 25 13 31 0 0 92 7 174 08:00 AM - 08:15 AM 0 0 0 3 0 31 15 38 0 0 94 6 187 08:15 AM - 08:30 AM 0 0 0 10 0 25 22 48 0 0 57 7 170 08:30 AM - 08:45 AM 0 0 0 9 0 31 16 60 0 0 72 5 193 08:45 AM - 09:00 AM 0 0 0 6 0 32 21 47 0 0 65 8 179 09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM - 04:15 PM 0 0 0 6 0 23 38 63 0 0 53 16 200 04:15 PM - 04:30 PM 0 0 0 3 0 20 44 59 0 0 50 7 183 04:30 PM - 04:45 PM 0 0 0 2 0 11 54 60 0 0 54 1 182 04:45 PM - 05:00 PM 0 0 0 2 0 18 46 47 0 0 51 6 170 05:00 PM - 05:15 PM 0 0 0 2 0 18 64 57 0 0 38 6 185 05:15 PM - 05:30 PM 0 0 0 2 0 31 56 45 0 0 45 8 187 05:30 PM - 05:45 PM 0 0 0 2 0 24 52 47 0 0 45 5 175 05:45 PM - 06:00 PM 0 0 0 4 0 14 38 38 0 0 28 2 124 06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 Dairy Farm Rd Sidbury Rd (West)Sidbury Rd (East) Northbound Southbound Eastbound Westbound Castle Hayne Residential Development Traffic Impact Analysis Appendix D – Traffic Volume Development Worksheets INTERSECTION: Holly Shelter Road at I-40 EB Ramps COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.94 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.92 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 125 358 0 204 320 0 0 79 0 68 0 0 0 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 125 358 0 204 320 0 0 79 0 68 0 0 0 0 AM Heavy Vehicle Percentage 2% 2% 16% 4% 2% 19% 8% 2% 2% 6% 2% 10% 2% 2% 2% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 10 30 0 17 26 0 0 7 0 6 0 0 0 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 135 388 0 221 346 0 0 86 0 74 0 0 0 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 135 388 0 221 346 0 0 86 0 74 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 20% 5% Distribution Exiting 30% 20% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 14 0 0 55 38 0 0 0 0 3 0 0 0 0 AM TOTAL PROJECT TRIPS 0 0 14 0 0 55 38 0 0 0 0 3 0 0 0 0 AM 2026 BUILD-OUT TRAFFIC 0 0 149 388 0 276 384 0 0 86 0 77 0 0 0 0 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 158 186 0 178 476 0 0 39 0 14 0 0 0 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 158 186 0 178 476 0 0 39 0 14 0 0 0 0 PM Heavy Vehicle Percentage 2% 2% 3% 1% 2% 3% 4% 2% 2% 13% 2% 21% 2% 2% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 13 15 0 15 39 0 0 3 0 1 0 0 0 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 171 201 0 193 515 0 0 42 0 15 0 0 0 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 171 201 0 193 515 0 0 42 0 15 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 20% 5% Distribution Exiting 30% 20% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 34 0 0 35 23 0 0 0 0 9 0 0 0 0 PM TOTAL PROJECT TRIPS 0 0 34 0 0 35 23 0 0 0 0 9 0 0 0 0 PM 2026 BUILD-OUT TRAFFIC 0 0 205 201 0 228 538 0 0 42 0 24 0 0 0 0 INTERSECTION TRAFFIC VOLUME DEVELOPMENT Approved Development 1: Sidbury Farm AM Peak Hour Project Trip PM Peak Hour Approved Development 1: Sidbury Farm Project Trip INTERSECTION: Holly Shelter Road at I-40 WB Ramps COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.96 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.92 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 158 42 0 9 319 0 0 200 0 113 0 0 0 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 158 42 0 9 319 0 0 200 0 113 0 0 0 0 AM Heavy Vehicle Percentage 2% 2% 11% 21% 2% 44% 18% 2% 2% 3% 2% 20% 2% 2% 2% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 13 3 0 1 26 0 0 16 0 9 0 0 0 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 171 45 0 10 345 0 0 216 0 122 0 0 0 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 171 45 0 10 345 0 0 216 0 122 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 25% 30% Distribution Exiting 5% 50% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 17 0 0 9 93 0 0 0 0 21 0 0 0 0 AM TOTAL PROJECT TRIPS 0 0 17 0 0 9 93 0 0 0 0 21 0 0 0 0 AM 2026 BUILD-OUT TRAFFIC 0 0 188 45 0 19 438 0 0 216 0 143 0 0 0 0 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 127 42 0 43 310 0 0 349 0 174 0 0 0 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 127 42 0 43 310 0 0 349 0 174 0 0 0 0 PM Heavy Vehicle Percentage 2% 2% 4% 2% 2% 16% 4% 2% 2% 2% 2% 3% 2% 2% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 10 3 0 4 26 0 0 29 0 14 0 0 0 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 137 45 0 47 336 0 0 378 0 188 0 0 0 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 137 45 0 47 336 0 0 378 0 188 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 25% 30% Distribution Exiting 5% 50% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 43 0 0 6 58 0 0 0 0 51 0 0 0 0 PM TOTAL PROJECT TRIPS 0 0 43 0 0 6 58 0 0 0 0 51 0 0 0 0 PM 2026 BUILD-OUT TRAFFIC 0 0 180 45 0 53 394 0 0 378 0 239 0 0 0 0 Project Trip Project Trip PM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION: Holly Shelter Road at Blue Clay Road/Adams Driveway COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.90 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.87 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 5 145 57 0 102 266 0 0 40 1 30 0 0 2 6 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 5 145 57 0 102 266 0 0 40 1 30 0 0 2 6 AM Heavy Vehicle Percentage 2% 2% 26% 4% 2% 4% 21% 2% 2% 8% 2% 13% 2% 2% 2% 50% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 12 5 0 8 22 0 0 3 0 2 0 0 0 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 5 157 62 0 110 288 0 0 43 1 32 0 0 2 6 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 5 157 62 0 110 288 0 0 43 1 32 0 0 2 6 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 40% 5% 5% Distribution Exiting 5% 40% 5% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 9 28 0 3 4 0 0 74 0 9 0 0 0 0 AM TOTAL PROJECT TRIPS 0 0 9 28 0 3 4 0 0 74 0 9 0 0 0 0 AM 2026 BUILD-OUT TRAFFIC 0 5 166 90 0 113 292 0 0 117 1 41 0 0 2 6 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 1 270 43 0 33 203 0 0 62 0 172 0 0 0 2 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 1 270 43 0 33 203 0 0 62 0 172 0 0 0 2 PM Heavy Vehicle Percentage 2% 2% 4% 2% 2% 6% 5% 2% 2% 16% 2% 2% 2% 2% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 22 4 0 3 17 0 0 5 0 14 0 0 0 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 1 292 47 0 36 220 0 0 67 0 186 0 0 0 2 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 1 292 47 0 36 220 0 0 67 0 186 0 0 0 2 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 40% 5% 5% Distribution Exiting 5% 40% 5% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 6 68 0 8 9 0 0 46 0 6 0 0 0 0 PM TOTAL PROJECT TRIPS 0 0 6 68 0 8 9 0 0 46 0 6 0 0 0 0 PM 2026 BUILD-OUT TRAFFIC 0 1 298 115 0 44 229 0 0 113 0 192 0 0 0 2 Project Trip Project Trip PM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION: Sidbury Road at Dairy Farm Road COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.85 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.96 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 51 118 0 0 0 358 21 0 0 0 0 0 24 0 146 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 51 118 0 0 0 358 21 0 0 0 0 0 24 0 146 AM Heavy Vehicle Percentage 2% 12% 7% 2% 2% 2% 3% 5% 2% 2% 2% 2% 2% 4% 2% 3% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 4 10 0 0 0 30 2 0 0 0 0 0 2 0 12 AM 2026 NO-BUILD TRAFFIC (No AD)0 55 128 0 0 0 388 23 0 0 0 0 0 26 0 158 33 99 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 33 0 0 0 99 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 55 161 0 0 0 487 23 0 0 0 0 0 26 0 158 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 25% 10% Distribution Exiting 10% 25% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 17 0 0 0 0 0 7 0 0 0 0 0 18 0 46 AM TOTAL PROJECT TRIPS 0 17 0 0 0 0 0 7 0 0 0 0 0 18 0 46 AM 2026 BUILD-OUT TRAFFIC 0 72 161 0 0 0 487 30 0 0 0 0 0 44 0 204 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 218 196 0 0 0 179 25 0 0 0 0 0 8 0 91 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 218 196 0 0 0 179 25 0 0 0 0 0 8 0 91 PM Heavy Vehicle Percentage 2% 4% 2% 2% 2% 2% 12% 16% 2% 2% 2% 2% 2% 13% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 18 16 0 0 0 15 2 0 0 0 0 0 1 0 8 PM 2026 NO-BUILD TRAFFIC (No AD)0 236 212 0 0 0 194 27 0 0 0 0 0 9 0 99 111 65 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 111 0 0 0 65 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 236 323 0 0 0 259 27 0 0 0 0 0 9 0 99 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 25% 10% Distribution Exiting 10% 25% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 43 0 0 0 0 0 17 0 0 0 0 0 12 0 29 PM TOTAL PROJECT TRIPS 0 43 0 0 0 0 0 17 0 0 0 0 0 12 0 29 PM 2026 BUILD-OUT TRAFFIC 0 279 323 0 0 0 259 44 0 0 0 0 0 21 0 128 Project Trip Project Trip PM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION: Holly Shelter Road at Site Access #1 COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.90 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.90 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 207 0 0 0 312 0 0 0 0 0 0 0 0 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 207 0 0 0 312 0 0 0 0 0 0 0 0 0 AM Heavy Vehicle Percentage 2% 2% 19% 2% 2% 2% 20% 2% 2% 2% 2% 2% 2% 2% 2% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 17 0 0 0 26 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 224 0 0 0 338 0 0 0 0 0 0 0 0 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 224 0 0 0 338 0 0 0 0 0 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 40% 15% 5% Distribution Exiting 40% 15% 5% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 28 10 0 4 74 0 0 28 0 9 0 0 0 0 AM TOTAL PROJECT TRIPS 0 0 28 10 0 4 74 0 0 28 0 9 0 0 0 0 AM 2026 BUILD-OUT TRAFFIC 0 0 252 10 0 4 412 0 0 28 0 9 0 0 0 0 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 314 0 0 0 267 0 0 0 0 0 0 0 0 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 314 0 0 0 267 0 0 0 0 0 0 0 0 0 PM Heavy Vehicle Percentage 2% 2% 4% 2% 2% 2% 8% 2% 2% 2% 2% 2% 2% 2% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 26 0 0 0 22 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 340 0 0 0 289 0 0 0 0 0 0 0 0 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 340 0 0 0 289 0 0 0 0 0 0 0 0 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 40% 15% 5% Distribution Exiting 40% 15% 5% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 0 68 26 0 9 46 0 0 18 0 6 0 0 0 0 PM TOTAL PROJECT TRIPS 0 0 68 26 0 9 46 0 0 18 0 6 0 0 0 0 PM 2026 BUILD-OUT TRAFFIC 0 0 408 26 0 9 335 0 0 18 0 6 0 0 0 0 Project Trip Project Trip PM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm INTERSECTION: Blue Clay Road at Concrete Plant/Site Access #2 COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.90 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.90 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 0 0 0 4 0 4 0 0 71 4 0 4 161 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 0 0 0 4 0 4 0 0 71 4 0 4 161 0 AM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 10% 2% 2% 2% 4% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 0 6 0 0 0 13 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 4 0 4 0 0 77 4 0 4 174 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 4 0 4 0 0 77 4 0 4 174 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 10% 40% 5% Distribution Exiting 5% 10% 40% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 9 0 18 0 0 0 0 0 7 74 0 0 0 28 3 AM TOTAL PROJECT TRIPS 0 9 0 18 0 0 0 0 0 7 74 0 0 0 28 3 AM 2026 BUILD-OUT TRAFFIC 0 9 0 18 0 4 0 4 0 7 151 4 0 4 202 3 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 0 0 0 4 0 4 0 0 234 4 0 4 76 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 0 0 0 4 0 4 0 0 234 4 0 4 76 0 PM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 2% 4% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 0 19 0 0 0 6 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 4 0 4 0 0 253 4 0 4 82 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 4 0 4 0 0 253 4 0 4 82 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 10% 40% 5% Distribution Exiting 5% 10% 40% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 6 0 12 0 0 0 0 0 17 46 0 0 0 68 8 PM TOTAL PROJECT TRIPS 0 6 0 12 0 0 0 0 0 17 46 0 0 0 68 8 PM 2026 BUILD-OUT TRAFFIC 0 6 0 12 0 4 0 4 0 17 299 4 0 4 150 8 INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm Project Trip PM Peak Hour Approved Development 1: Sidbury Farm Project Trip INTERSECTION: Blue Clay Road at Kerry Drive/Site Access #3 COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.90 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.90 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 0 0 0 5 0 8 0 0 62 1 0 3 158 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 0 0 0 5 0 8 0 0 63 1 0 3 158 0 AM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 11% 2% 2% 2% 4% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 1 0 0 5 0 0 0 13 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 5 0 9 0 0 68 1 0 3 171 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 5 0 9 0 0 68 1 0 3 171 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 10% 10% 20% 20% Distribution Exiting 20% 10% 20% 10% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 37 0 19 0 0 0 0 0 7 44 0 0 0 32 14 AM TOTAL PROJECT TRIPS 0 37 0 19 0 0 0 0 0 7 44 0 0 0 32 14 AM 2026 BUILD-OUT TRAFFIC 0 37 0 19 0 5 0 9 0 7 112 1 0 3 203 14 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 0 0 0 5 0 3 0 0 226 5 0 9 67 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 0 0 0 5 0 3 0 0 231 5 0 9 67 0 PM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 4% 2% 2% 2% 4% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 0 19 0 0 1 6 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 5 0 3 0 0 250 5 0 10 73 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 5 0 3 0 0 250 5 0 10 73 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 10% 10% 20% 20% Distribution Exiting 20% 10% 20% 10% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 23 0 11 0 0 0 0 0 17 40 0 0 0 46 34 PM TOTAL PROJECT TRIPS 0 23 0 11 0 0 0 0 0 17 40 0 0 0 46 34 PM 2026 BUILD-OUT TRAFFIC 0 23 0 11 0 5 0 3 0 17 290 5 0 10 119 34 INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm Project Trip PM Peak Hour Approved Development 1: Sidbury Farm Project Trip INTERSECTION: Blue Clay Road at Site Access #4 COUNT DATE: October 25, 2022 AM PEAK HOUR FACTOR: 0.90 AM FUTURE PEAK HOUR FACTOR: 0.90 PM PEAK HOUR FACTOR: 0.00 PM FUTURE PEAK HOUR FACTOR: 0.90 AM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM Adjusted Turning Movement Counts1 0 0 0 0 0 0 0 0 0 0 63 0 0 0 163 0 AM Volume Balancing 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 AM 2022 EXISTING TRAFFIC 0 0 0 0 0 0 0 0 0 0 64 0 0 0 163 0 AM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% AM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% AM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 0 5 0 0 0 13 0 AM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 0 0 0 0 0 69 0 0 0 176 0 TOTAL AM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 0 0 0 0 0 69 0 0 0 176 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 15% 20% 20% Distribution Exiting 20% 15% 20% "AM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 37 0 27 0 0 0 0 0 10 14 0 0 0 37 14 AM TOTAL PROJECT TRIPS 0 37 0 27 0 0 0 0 0 10 14 0 0 0 37 14 AM 2026 BUILD-OUT TRAFFIC 0 37 0 27 0 0 0 0 0 10 83 0 0 0 213 14 PM 2022 EXISTING TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Adjusted Turning Movement Counts1 0 0 0 0 0 0 0 0 0 0 231 0 0 0 72 0 PM Volume Balancing 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 PM 2022 EXISTING TRAFFIC 0 0 0 0 0 0 0 0 0 0 236 0 0 0 72 0 PM Heavy Vehicle Percentage 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% PM 2026 NO-BUILD TRAFFIC EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Annual Growth Rate 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% PM 2026 NO-BUILD TRAFFIC GROWTH 0 0 0 0 0 0 0 0 0 0 19 0 0 0 6 0 PM 2026 NO-BUILD TRAFFIC (No AD)0 0 0 0 0 0 0 0 0 0 255 0 0 0 78 0 TOTAL PM APPROVED DEVELOPMENT TRAFFIC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 2026 NO-BUILD TRAFFIC 0 0 0 0 0 0 0 0 0 0 255 0 0 0 78 0 "SITE TRAFFIC DISTRUBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New Entering 15% 20% 20% Distribution Exiting 20% 15% 20% "PM PROJECT TRIPS" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Net New 0 23 0 18 0 0 0 0 0 26 34 0 0 0 23 34 PM TOTAL PROJECT TRIPS 0 23 0 18 0 0 0 0 0 26 34 0 0 0 23 34 PM 2026 BUILD-OUT TRAFFIC 0 23 0 18 0 0 0 0 0 26 289 0 0 0 101 34 INTERSECTION TRAFFIC VOLUME DEVELOPMENT AM Peak Hour Approved Development 1: Sidbury Farm Project Trip PM Peak Hour Approved Development 1: Sidbury Farm Project Trip Castle Hayne Residential Development Traffic Impact Analysis Appendix E – Capacity Analysis Worksheets Castle Hayne Residential Development Traffic Impact Analysis 2022 EXISTING CONDITIONS HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2022 Existing AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 5.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 125 358 204 320 79 68 Future Vol, veh/h 125 358 204 320 79 68 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 16 4 19 8 6 10 Mvmt Flow 133 381 217 340 84 72 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 133 0 907 133 Stage 1 - - - - 133 - Stage 2 - - - - 774 - Critical Hdwy - - 4.29 - 6.46 6.3 Critical Hdwy Stg 1 - - - - 5.46 - Critical Hdwy Stg 2 - - - - 5.46 - Follow-up Hdwy - - 2.371 - 3.554 3.39 Pot Cap-1 Maneuver - 0 1353 - 301 895 Stage 1 - 0 - - 883 - Stage 2 - 0 - - 448 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1353 - 253 895 Mov Cap-2 Maneuver - - - - 253 - Stage 1 - - - - 883 - Stage 2 - - - - 376 - Approach EB WB NB HCM Control Delay, s 0 3.2 16.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 471 - 1353 - HCM Lane V/C Ratio 0.332 - 0.16 - HCM Control Delay (s) 16.4 - 8.2 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 1.4 - 0.6 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2022 Existing AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 158 42 9 319 200 113 Future Vol, veh/h 158 42 9 319 200 113 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 11 21 44 18 3 20 Mvmt Flow 165 44 9 332 208 118 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 165 0 515 165 Stage 1 - - - - 165 - Stage 2 - - - - 350 - Critical Hdwy - - 4.54 - 6.43 6.4 Critical Hdwy Stg 1 - - - - 5.43 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.596 - 3.527 3.48 Pot Cap-1 Maneuver - 0 1195 - 518 835 Stage 1 - 0 - - 862 - Stage 2 - 0 - - 711 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1195 - 514 835 Mov Cap-2 Maneuver - - - - 514 - Stage 1 - - - - 862 - Stage 2 - - - - 705 - Approach EB WB NB HCM Control Delay, s 0 0.2 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 804 - 1195 - HCM Lane V/C Ratio 0.406 - 0.008 - HCM Control Delay (s) 12.5 - 8 - HCM Lane LOS B - A - HCM 95th %tile Q(veh) 2 - 0 - HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2022 Existing AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 145 57 102 266 0 40 1 30 0 2 6 Future Vol, veh/h 5 145 57 102 266 0 40 1 30 0 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - 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 26 4 4 21 2 8 2 13 2 2 50 Mvmt Flow 6 161 63 113 296 0 44 1 33 0 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 296 0 0 224 0 0 732 727 193 744 758 296 Stage 1 - - - - - - 205 205 - 522 522 - Stage 2 - - - - - - 527 522 - 222 236 - Critical Hdwy 4.12 - - 4.14 - - 7.18 6.52 6.33 7.12 6.52 6.7 Critical Hdwy Stg 1 - - - - - - 6.18 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.18 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.572 4.018 3.417 3.518 4.018 3.75 Pot Cap-1 Maneuver 1265 - - 1333 - - 329 351 821 331 336 643 Stage 1 - - - - - - 783 732 - 538 531 - Stage 2 - - - - - - 524 531 - 780 710 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1265 - - 1333 - - 298 314 821 291 301 643 Mov Cap-2 Maneuver - - - - - - 298 314 - 291 301 - Stage 1 - - - - - - 779 728 - 535 477 - Stage 2 - - - - - - 464 477 - 743 706 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.2 15.1 12.3 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 298 821 1265 - - 1333 - - 501 HCM Lane V/C Ratio 0.153 0.041 0.004 - - 0.085 - - 0.018 HCM Control Delay (s) 19.2 9.6 7.9 0 - 8 0 - 12.3 HCM Lane LOS C A A A - A A - B HCM 95th %tile Q(veh) 0.5 0.1 0 - - 0.3 - - 0.1 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2022 Existing AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 4.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 51 118 358 21 24 146 Future Vol, veh/h 51 118 358 21 24 146 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 12 7 3 5 4 3 Mvmt Flow 60 139 421 25 28 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 446 0 - 0 693 434 Stage 1 - - - - 434 - Stage 2 - - - - 259 - Critical Hdwy 4.22 - - - 6.44 6.23 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.308 - - - 3.536 3.327 Pot Cap-1 Maneuver 1063 - - - 406 620 Stage 1 - - - - 649 - Stage 2 - - - - 780 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1063 - - - 383 620 Mov Cap-2 Maneuver - - - - 383 - Stage 1 - - - - 613 - Stage 2 - - - - 780 - Approach EB WB SB HCM Control Delay, s 2.6 0 14.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1063 - - - 570 HCM Lane V/C Ratio 0.056 - - - 0.351 HCM Control Delay (s) 8.6 - - - 14.7 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.2 - - - 1.6 HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2022 Existing PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 158 186 178 476 39 14 Future Vol, veh/h 158 186 178 476 39 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 1 3 4 13 21 Mvmt Flow 172 202 193 517 42 15 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 172 0 1075 172 Stage 1 - - - - 172 - Stage 2 - - - - 903 - Critical Hdwy - - 4.13 - 6.53 6.41 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy - - 2.227 - 3.617 3.489 Pot Cap-1 Maneuver - 0 1399 - 232 825 Stage 1 - 0 - - 832 - Stage 2 - 0 - - 378 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1399 - 200 825 Mov Cap-2 Maneuver - - - - 200 - Stage 1 - - - - 832 - Stage 2 - - - - 326 - Approach EB WB NB HCM Control Delay, s 0 2.2 21.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 272 - 1399 - HCM Lane V/C Ratio 0.212 - 0.138 - HCM Control Delay (s) 21.8 - 8 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 0.8 - 0.5 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2022 Existing PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 20.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 127 42 43 310 349 174 Future Vol, veh/h 127 42 43 310 349 174 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 2 16 4 2 3 Mvmt Flow 138 46 47 337 379 189 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 138 0 569 138 Stage 1 - - - - 138 - Stage 2 - - - - 431 - Critical Hdwy - - 4.26 - 6.42 6.23 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.344 - 3.518 3.327 Pot Cap-1 Maneuver - 0 1364 - 484 908 Stage 1 - 0 - - 889 - Stage 2 - 0 - - 655 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1364 - 468 908 Mov Cap-2 Maneuver - - - - 468 - Stage 1 - - - - 889 - Stage 2 - - - - 633 - Approach EB WB NB HCM Control Delay, s 0 0.9 38.2 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 644 - 1364 - HCM Lane V/C Ratio 0.883 - 0.034 - HCM Control Delay (s) 38.2 - 7.7 - HCM Lane LOS E - A - HCM 95th %tile Q(veh) 10.6 - 0.1 - HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2022 Existing PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 270 43 33 203 0 62 0 172 0 0 2 Future Vol, veh/h 1 270 43 33 203 0 62 0 172 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 4 2 6 5 2 16 2 2 2 2 2 Mvmt Flow 1 310 49 38 233 0 71 0 198 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 233 0 0 359 0 0 647 646 335 745 670 233 Stage 1 - - - - - - 337 337 - 309 309 - Stage 2 - - - - - - 310 309 - 436 361 - Critical Hdwy 4.12 - - 4.16 - - 7.26 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.26 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.26 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.254 - - 3.644 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1335 - - 1178 - - 365 390 707 330 378 806 Stage 1 - - - - - - 649 641 - 701 660 - Stage 2 - - - - - - 671 660 - 599 626 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1335 - - 1178 - - 353 375 707 231 364 806 Mov Cap-2 Maneuver - - - - - - 353 375 - 231 364 - Stage 1 - - - - - - 648 640 - 700 636 - Stage 2 - - - - - - 644 636 - 431 625 - Approach EB WB NB SB HCM Control Delay, s 0 1.1 13.6 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 353 707 1335 - - 1178 - - 806 HCM Lane V/C Ratio 0.202 0.28 0.001 - - 0.032 - - 0.003 HCM Control Delay (s) 17.8 12.1 7.7 0 - 8.2 0 - 9.5 HCM Lane LOS C B A A - A A - A HCM 95th %tile Q(veh) 0.7 1.1 0 - - 0.1 - - 0 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2022 Existing PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 218 196 179 25 8 91 Future Vol, veh/h 218 196 179 25 8 91 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 4 2 12 16 13 2 Mvmt Flow 227 204 186 26 8 95 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 212 0 - 0 857 199 Stage 1 - - - - 199 - Stage 2 - - - - 658 - Critical Hdwy 4.14 - - - 6.53 6.22 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.236 - - - 3.617 3.318 Pot Cap-1 Maneuver 1347 - - - 314 842 Stage 1 - - - - 809 - Stage 2 - - - - 495 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1347 - - - 261 842 Mov Cap-2 Maneuver - - - - 261 - Stage 1 - - - - 672 - Stage 2 - - - - 495 - Approach EB WB SB HCM Control Delay, s 4.3 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1347 - - - 714 HCM Lane V/C Ratio 0.169 - - - 0.144 HCM Control Delay (s) 8.2 - - - 10.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.6 - - - 0.5 Castle Hayne Residential Development Traffic Impact Analysis 2026 NO BUILD CONDITIONS HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 No-Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 6.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 135 388 221 346 86 74 Future Vol, veh/h 135 388 221 346 86 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 16 4 19 8 6 10 Mvmt Flow 150 431 246 384 96 82 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 150 0 1026 150 Stage 1 - - - - 150 - Stage 2 - - - - 876 - Critical Hdwy - - 4.29 - 6.46 6.3 Critical Hdwy Stg 1 - - - - 5.46 - Critical Hdwy Stg 2 - - - - 5.46 - Follow-up Hdwy - - 2.371 - 3.554 3.39 Pot Cap-1 Maneuver - 0 1334 - 256 876 Stage 1 - 0 - - 868 - Stage 2 - 0 - - 401 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1334 - 209 876 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 868 - Stage 2 - - - - 327 - Approach EB WB NB HCM Control Delay, s 0 3.2 21.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 389 - 1334 - HCM Lane V/C Ratio 0.457 - 0.184 - HCM Control Delay (s) 21.8 - 8.3 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 2.3 - 0.7 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 No-Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 6.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 171 45 10 345 216 122 Future Vol, veh/h 171 45 10 345 216 122 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 11 21 44 18 3 20 Mvmt Flow 190 50 11 383 240 136 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 190 0 595 190 Stage 1 - - - - 190 - Stage 2 - - - - 405 - Critical Hdwy - - 4.54 - 6.43 6.4 Critical Hdwy Stg 1 - - - - 5.43 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.596 - 3.527 3.48 Pot Cap-1 Maneuver - 0 1168 - 465 808 Stage 1 - 0 - - 840 - Stage 2 - 0 - - 671 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1168 - 461 808 Mov Cap-2 Maneuver - - - - 461 - Stage 1 - - - - 840 - Stage 2 - - - - 665 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 721 - 1168 - HCM Lane V/C Ratio 0.521 - 0.01 - HCM Control Delay (s) 15.3 - 8.1 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 3 - 0 - HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 No-Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 157 62 110 288 0 43 1 32 0 2 6 Future Vol, veh/h 5 157 62 110 288 0 43 1 32 0 2 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - 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 26 4 4 21 2 8 2 13 2 2 50 Mvmt Flow 6 174 69 122 320 0 48 1 36 0 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 320 0 0 243 0 0 790 785 209 803 819 320 Stage 1 - - - - - - 221 221 - 564 564 - Stage 2 - - - - - - 569 564 - 239 255 - Critical Hdwy 4.12 - - 4.14 - - 7.18 6.52 6.33 7.12 6.52 6.7 Critical Hdwy Stg 1 - - - - - - 6.18 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.18 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.572 4.018 3.417 3.518 4.018 3.75 Pot Cap-1 Maneuver 1240 - - 1312 - - 301 325 804 302 310 622 Stage 1 - - - - - - 768 720 - 510 508 - Stage 2 - - - - - - 497 508 - 764 696 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1240 - - 1312 - - 269 287 804 262 273 622 Mov Cap-2 Maneuver - - - - - - 269 287 - 262 273 - Stage 1 - - - - - - 763 716 - 507 451 - Stage 2 - - - - - - 434 451 - 725 692 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.2 16.4 12.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 269 804 1240 - - 1312 - - 471 HCM Lane V/C Ratio 0.182 0.044 0.004 - - 0.093 - - 0.019 HCM Control Delay (s) 21.3 9.7 7.9 0 - 8 0 - 12.8 HCM Lane LOS C A A A - A A - B HCM 95th %tile Q(veh) 0.7 0.1 0 - - 0.3 - - 0.1 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2026 No-Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 55 161 487 23 26 158 Future Vol, veh/h 55 161 487 23 26 158 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 7 3 5 4 3 Mvmt Flow 61 179 541 26 29 176 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 567 0 - 0 855 554 Stage 1 - - - - 554 - Stage 2 - - - - 301 - Critical Hdwy 4.22 - - - 6.44 6.23 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.308 - - - 3.536 3.327 Pot Cap-1 Maneuver 957 - - - 326 530 Stage 1 - - - - 572 - Stage 2 - - - - 746 - Platoon blocked, % - - - Mov Cap-1 Maneuver 957 - - - 305 530 Mov Cap-2 Maneuver - - - - 305 - Stage 1 - - - - 535 - Stage 2 - - - - 746 - Approach EB WB SB HCM Control Delay, s 2.3 0 18 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 957 - - - 480 HCM Lane V/C Ratio 0.064 - - - 0.426 HCM Control Delay (s) 9 - - - 18 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.2 - - - 2.1 HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 No-Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 171 201 193 515 42 15 Future Vol, veh/h 171 201 193 515 42 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 3 1 3 4 13 21 Mvmt Flow 190 223 214 572 47 17 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 190 0 1190 190 Stage 1 - - - - 190 - Stage 2 - - - - 1000 - Critical Hdwy - - 4.13 - 6.53 6.41 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy - - 2.227 - 3.617 3.489 Pot Cap-1 Maneuver - 0 1378 - 197 805 Stage 1 - 0 - - 817 - Stage 2 - 0 - - 340 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1378 - 166 805 Mov Cap-2 Maneuver - - - - 166 - Stage 1 - - - - 817 - Stage 2 - - - - 287 - Approach EB WB NB HCM Control Delay, s 0 2.2 27.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 225 - 1378 - HCM Lane V/C Ratio 0.281 - 0.156 - HCM Control Delay (s) 27.2 - 8.1 - HCM Lane LOS D - A - HCM 95th %tile Q(veh) 1.1 - 0.6 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 No-Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 54.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 137 45 47 336 378 188 Future Vol, veh/h 137 45 47 336 378 188 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 4 2 16 4 2 3 Mvmt Flow 152 50 52 373 420 209 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 152 0 629 152 Stage 1 - - - - 152 - Stage 2 - - - - 477 - Critical Hdwy - - 4.26 - 6.42 6.23 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.344 - 3.518 3.327 Pot Cap-1 Maneuver - 0 1348 - 446 892 Stage 1 - 0 - - 876 - Stage 2 - 0 - - 624 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1348 - 429 892 Mov Cap-2 Maneuver - - - - 429 - Stage 1 - - - - 876 - Stage 2 - - - - 600 - Approach EB WB NB HCM Control Delay, s 0 1 103.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 559 - 1348 - HCM Lane V/C Ratio 1.125 - 0.039 - HCM Control Delay (s) 103.2 - 7.8 - HCM Lane LOS F - A - HCM 95th %tile Q(veh) 20.3 - 0.1 - HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 No-Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 292 47 36 220 0 67 0 186 0 0 2 Future Vol, veh/h 1 292 47 36 220 0 67 0 186 0 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - 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 4 2 6 5 2 16 2 2 2 2 2 Mvmt Flow 1 324 52 40 244 0 74 0 207 0 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 244 0 0 376 0 0 677 676 350 780 702 244 Stage 1 - - - - - - 352 352 - 324 324 - Stage 2 - - - - - - 325 324 - 456 378 - Critical Hdwy 4.12 - - 4.16 - - 7.26 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.26 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.26 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.254 - - 3.644 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1322 - - 1161 - - 348 375 693 313 362 795 Stage 1 - - - - - - 637 632 - 688 650 - Stage 2 - - - - - - 659 650 - 584 615 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1322 - - 1161 - - 336 360 693 213 347 795 Mov Cap-2 Maneuver - - - - - - 336 360 - 213 347 - Stage 1 - - - - - - 636 631 - 687 624 - Stage 2 - - - - - - 631 624 - 409 614 - Approach EB WB NB SB HCM Control Delay, s 0 1.2 14.1 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 336 693 1322 - - 1161 - - 795 HCM Lane V/C Ratio 0.222 0.298 0.001 - - 0.034 - - 0.003 HCM Control Delay (s) 18.7 12.4 7.7 0 - 8.2 0 - 9.5 HCM Lane LOS C B A A - A A - A HCM 95th %tile Q(veh) 0.8 1.2 0 - - 0.1 - - 0 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2026 No-Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 236 323 259 27 9 99 Future Vol, veh/h 236 323 259 27 9 99 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 4 2 12 16 13 2 Mvmt Flow 262 359 288 30 10 110 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 318 0 - 0 1186 303 Stage 1 - - - - 303 - Stage 2 - - - - 883 - Critical Hdwy 4.14 - - - 6.53 6.22 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.236 - - - 3.617 3.318 Pot Cap-1 Maneuver 1231 - - - 198 737 Stage 1 - - - - 725 - Stage 2 - - - - 387 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1231 - - - 156 737 Mov Cap-2 Maneuver - - - - 156 - Stage 1 - - - - 571 - Stage 2 - - - - 387 - Approach EB WB SB HCM Control Delay, s 3.7 0 13.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1231 - - - 562 HCM Lane V/C Ratio 0.213 - - - 0.214 HCM Control Delay (s) 8.7 - - - 13.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.8 - - - 0.8 Castle Hayne Residential Development Traffic Impact Analysis 2026 BUILD CONDITIONS HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 8.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 149 388 276 384 86 77 Future Vol, veh/h 149 388 276 384 86 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 16 4 19 8 6 10 Mvmt Flow 166 431 307 427 96 86 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 166 0 1207 166 Stage 1 - - - - 166 - Stage 2 - - - - 1041 - Critical Hdwy - - 4.29 - 6.46 6.3 Critical Hdwy Stg 1 - - - - 5.46 - Critical Hdwy Stg 2 - - - - 5.46 - Follow-up Hdwy - - 2.371 - 3.554 3.39 Pot Cap-1 Maneuver - 0 1315 - 199 858 Stage 1 - 0 - - 854 - Stage 2 - 0 - - 334 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1315 - 153 858 Mov Cap-2 Maneuver - - - - 153 - Stage 1 - - - - 854 - Stage 2 - - - - 256 - Approach EB WB NB HCM Control Delay, s 0 3.6 36 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 290 - 1315 - HCM Lane V/C Ratio 0.625 - 0.233 - HCM Control Delay (s) 36 - 8.6 - HCM Lane LOS E - A - HCM 95th %tile Q(veh) 3.9 - 0.9 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 7.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 188 45 19 438 216 143 Future Vol, veh/h 188 45 19 438 216 143 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 11 21 44 18 3 20 Mvmt Flow 209 50 21 487 240 159 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 209 0 738 209 Stage 1 - - - - 209 - Stage 2 - - - - 529 - Critical Hdwy - - 4.54 - 6.43 6.4 Critical Hdwy Stg 1 - - - - 5.43 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.596 - 3.527 3.48 Pot Cap-1 Maneuver - 0 1148 - 384 788 Stage 1 - 0 - - 824 - Stage 2 - 0 - - 589 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1148 - 377 788 Mov Cap-2 Maneuver - - - - 377 - Stage 1 - - - - 824 - Stage 2 - - - - 578 - Approach EB WB NB HCM Control Delay, s 0 0.3 20.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 627 - 1148 - HCM Lane V/C Ratio 0.636 - 0.018 - HCM Control Delay (s) 20.2 - 8.2 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 4.5 - 0.1 - HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 166 90 113 292 4 117 4 41 4 4 6 Future Vol, veh/h 5 166 90 113 292 4 117 4 41 4 4 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - 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 26 4 4 21 2 8 2 13 2 2 50 Mvmt Flow 6 184 100 126 324 4 130 4 46 4 4 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 328 0 0 284 0 0 830 826 234 849 874 326 Stage 1 - - - - - - 246 246 - 578 578 - Stage 2 - - - - - - 584 580 - 271 296 - Critical Hdwy 4.12 - - 4.14 - - 7.18 6.52 6.33 7.12 6.52 6.7 Critical Hdwy Stg 1 - - - - - - 6.18 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.18 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.236 - - 3.572 4.018 3.417 3.518 4.018 3.75 Pot Cap-1 Maneuver 1232 - - 1267 - - 283 307 779 281 288 617 Stage 1 - - - - - - 745 703 - 501 501 - Stage 2 - - - - - - 487 500 - 735 668 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1232 - - 1267 - - 249 268 779 236 251 617 Mov Cap-2 Maneuver - - - - - - 249 268 - 236 251 - Stage 1 - - - - - - 741 699 - 498 440 - Stage 2 - - - - - - 419 439 - 683 664 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.3 28.6 16.5 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 250 779 1232 - - 1267 - - 329 HCM Lane V/C Ratio 0.538 0.058 0.005 - - 0.099 - - 0.047 HCM Control Delay (s) 35 9.9 7.9 0 - 8.2 0 - 16.5 HCM Lane LOS E A A A - A A - C HCM 95th %tile Q(veh) 2.9 0.2 0 - - 0.3 - - 0.1 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 6.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 72 161 487 30 44 204 Future Vol, veh/h 72 161 487 30 44 204 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 12 7 3 5 4 3 Mvmt Flow 80 179 541 33 49 227 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 574 0 - 0 897 558 Stage 1 - - - - 558 - Stage 2 - - - - 339 - Critical Hdwy 4.22 - - - 6.44 6.23 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.308 - - - 3.536 3.327 Pot Cap-1 Maneuver 951 - - - 308 527 Stage 1 - - - - 569 - Stage 2 - - - - 717 - Platoon blocked, % - - - Mov Cap-1 Maneuver 951 - - - 282 527 Mov Cap-2 Maneuver - - - - 282 - Stage 1 - - - - 521 - Stage 2 - - - - 717 - Approach EB WB SB HCM Control Delay, s 2.8 0 24.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 951 - - - 457 HCM Lane V/C Ratio 0.084 - - - 0.603 HCM Control Delay (s) 9.1 - - - 24.1 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.3 - - - 3.9 HCM 6th TWSC Castle Hayne Residential Development 5: Site Access #1 & Holly Shelter Road 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 252 10 4 412 28 9 Future Vol, veh/h 252 10 4 412 28 9 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, % 19 2 2 20 2 2 Mvmt Flow 280 11 4 458 31 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 291 0 752 286 Stage 1 - - - - 286 - Stage 2 - - - - 466 - 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 - - 1271 - 378 753 Stage 1 - - - - 763 - Stage 2 - - - - 632 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1271 - 376 753 Mov Cap-2 Maneuver - - - - 376 - Stage 1 - - - - 763 - Stage 2 - - - - 629 - Approach EB WB NB HCM Control Delay, s 0 0.1 14.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 428 - - 1271 - HCM Lane V/C Ratio 0.096 - - 0.003 - HCM Control Delay (s) 14.3 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 6th TWSC Castle Hayne Residential Development 6: Blue Clay Road & Site Access #2/Concrete Plant 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 4 18 4 4 4 7 151 4 4 202 4 Future Vol, veh/h 9 4 18 4 4 4 7 151 4 4 202 4 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 - - - - - - - - - - - - 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 10 2 2 4 2 Mvmt Flow 10 4 20 4 4 4 8 168 4 4 224 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 424 422 226 432 422 170 228 0 0 172 0 0 Stage 1 234 234 - 186 186 - - - - - - - Stage 2 190 188 - 246 236 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 540 523 813 534 523 874 1340 - - 1405 - - Stage 1 769 711 - 816 746 - - - - - - - Stage 2 812 745 - 758 710 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 530 518 813 514 518 874 1340 - - 1405 - - Mov Cap-2 Maneuver 530 518 - 514 518 - - - - - - - Stage 1 764 709 - 810 741 - - - - - - - Stage 2 797 740 - 733 708 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 11.2 0.3 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1340 - - 662 598 1405 - - HCM Lane V/C Ratio 0.006 - - 0.052 0.022 0.003 - - HCM Control Delay (s) 7.7 0 - 10.7 11.2 7.6 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - HCM 6th TWSC Castle Hayne Residential Development 7: Blue Clay Road & Site Access #3/Kerry Drive 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 37 4 19 5 4 9 7 112 4 4 203 14 Future Vol, veh/h 37 4 19 5 4 9 7 112 4 4 203 14 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 - - - - - - - - - - - - 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 11 2 2 4 2 Mvmt Flow 41 4 21 6 4 10 8 124 4 4 226 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 391 386 234 397 392 126 242 0 0 128 0 0 Stage 1 242 242 - 142 142 - - - - - - - Stage 2 149 144 - 255 250 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 568 548 805 563 544 924 1324 - - 1458 - - Stage 1 762 705 - 861 779 - - - - - - - Stage 2 854 778 - 749 700 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 554 543 805 540 539 924 1324 - - 1458 - - Mov Cap-2 Maneuver 554 543 - 540 539 - - - - - - - Stage 1 757 703 - 855 774 - - - - - - - Stage 2 834 773 - 723 698 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.6 10.4 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1324 - - 614 681 1458 - - HCM Lane V/C Ratio 0.006 - - 0.109 0.029 0.003 - - HCM Control Delay (s) 7.7 0 - 11.6 10.4 7.5 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0 - - HCM 6th TWSC Castle Hayne Residential Development 8: Blue Clay Road & Site Access #4 2026 Build AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 37 27 10 83 213 14 Future Vol, veh/h 37 27 10 83 213 14 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 41 30 11 92 237 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 359 245 253 0 - 0 Stage 1 245 - - - - - Stage 2 114 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 640 794 1312 - - - Stage 1 796 - - - - - Stage 2 911 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 634 794 1312 - - - Mov Cap-2 Maneuver 634 - - - - - Stage 1 789 - - - - - Stage 2 911 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1312 - 693 - - HCM Lane V/C Ratio 0.008 - 0.103 - - HCM Control Delay (s) 7.8 0 10.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.3 - - HCM 6th TWSC Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 3.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 205 201 228 538 42 24 Future Vol, veh/h 205 201 228 538 42 24 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 125 0 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 3 1 3 4 13 21 Mvmt Flow 228 223 253 598 47 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 228 0 1332 228 Stage 1 - - - - 228 - Stage 2 - - - - 1104 - Critical Hdwy - - 4.13 - 6.53 6.41 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy - - 2.227 - 3.617 3.489 Pot Cap-1 Maneuver - 0 1334 - 161 766 Stage 1 - 0 - - 785 - Stage 2 - 0 - - 302 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1334 - 130 766 Mov Cap-2 Maneuver - - - - 130 - Stage 1 - - - - 785 - Stage 2 - - - - 245 - Approach EB WB NB HCM Control Delay, s 0 2.5 32.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 204 - 1334 - HCM Lane V/C Ratio 0.359 - 0.19 - HCM Control Delay (s) 32.2 - 8.3 - HCM Lane LOS D - A - HCM 95th %tile Q(veh) 1.5 - 0.7 - HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 111.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 180 45 53 394 378 239 Future Vol, veh/h 180 45 53 394 378 239 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Stop Storage Length - 0 225 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 4 2 16 4 2 3 Mvmt Flow 200 50 59 438 420 266 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 200 0 756 200 Stage 1 - - - - 200 - Stage 2 - - - - 556 - Critical Hdwy - - 4.26 - 6.42 6.23 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.344 - 3.518 3.327 Pot Cap-1 Maneuver - 0 1293 - ~ 376 838 Stage 1 - 0 - - 834 - Stage 2 - 0 - - 574 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1293 - ~ 359 838 Mov Cap-2 Maneuver - - - - ~ 359 - Stage 1 - - - - 834 - Stage 2 - - - - 548 - Approach EB WB NB HCM Control Delay, s 0 0.9 223.7 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT WBL WBT Capacity (veh/h) 483 - 1293 - HCM Lane V/C Ratio 1.419 - 0.046 - HCM Control Delay (s) 223.7 - 7.9 - HCM Lane LOS F - A - HCM 95th %tile Q(veh) 33.1 - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 298 115 44 229 4 113 4 192 4 4 4 Future Vol, veh/h 1 298 115 44 229 4 113 4 192 4 4 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - 50 - - - 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 4 2 6 5 2 16 2 2 2 2 2 Mvmt Flow 1 331 128 49 254 4 126 4 213 4 4 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 258 0 0 459 0 0 755 753 395 860 815 256 Stage 1 - - - - - - 397 397 - 354 354 - Stage 2 - - - - - - 358 356 - 506 461 - Critical Hdwy 4.12 - - 4.16 - - 7.26 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.26 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.26 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.254 - - 3.644 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1307 - - 1081 - - 308 339 654 276 312 783 Stage 1 - - - - - - 602 603 - 663 630 - Stage 2 - - - - - - 632 629 - 549 565 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1307 - - 1081 - - 290 321 654 176 295 783 Mov Cap-2 Maneuver - - - - - - 290 321 - 176 295 - Stage 1 - - - - - - 601 602 - 662 597 - Stage 2 - - - - - - 591 596 - 367 564 - Approach EB WB NB SB HCM Control Delay, s 0 1.3 18.4 18 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 291 654 1307 - - 1081 - - 290 HCM Lane V/C Ratio 0.447 0.326 0.001 - - 0.045 - - 0.046 HCM Control Delay (s) 27 13.1 7.8 0 - 8.5 0 - 18 HCM Lane LOS D B A A - A A - C HCM 95th %tile Q(veh) 2.2 1.4 0 - - 0.1 - - 0.1 HCM 6th TWSC Castle Hayne Residential Development 4: Sidbury Road & Old Dairy Farm Road 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 279 323 259 44 21 128 Future Vol, veh/h 279 323 259 44 21 128 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 125 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 4 2 12 16 13 2 Mvmt Flow 310 359 288 49 23 142 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 337 0 - 0 1292 313 Stage 1 - - - - 313 - Stage 2 - - - - 979 - Critical Hdwy 4.14 - - - 6.53 6.22 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.236 - - - 3.617 3.318 Pot Cap-1 Maneuver 1211 - - - 171 727 Stage 1 - - - - 717 - Stage 2 - - - - 348 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1211 - - - 127 727 Mov Cap-2 Maneuver - - - - 127 - Stage 1 - - - - 533 - Stage 2 - - - - 348 - Approach EB WB SB HCM Control Delay, s 4.2 0 18.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1211 - - - 436 HCM Lane V/C Ratio 0.256 - - - 0.38 HCM Control Delay (s) 9 - - - 18.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 1 - - - 1.7 HCM 6th TWSC Castle Hayne Residential Development 5: Site Access #1 & Holly Shelter Road 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 408 26 9 335 18 6 Future Vol, veh/h 408 26 9 335 18 6 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, % 4 2 2 8 2 2 Mvmt Flow 453 29 10 372 20 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 482 0 860 468 Stage 1 - - - - 468 - Stage 2 - - - - 392 - 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 - - 1081 - 326 595 Stage 1 - - - - 630 - Stage 2 - - - - 683 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1081 - 322 595 Mov Cap-2 Maneuver - - - - 322 - Stage 1 - - - - 630 - Stage 2 - - - - 675 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 364 - - 1081 - HCM Lane V/C Ratio 0.073 - - 0.009 - HCM Control Delay (s) 15.7 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 6th TWSC Castle Hayne Residential Development 6: Blue Clay Road & Site Access #2/Concrete Plant 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 4 12 4 4 4 17 299 4 4 150 8 Future Vol, veh/h 6 4 12 4 4 4 17 299 4 4 150 8 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 - - - - - - - - - - - - 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 4 2 2 4 2 Mvmt Flow 7 4 13 4 4 4 19 332 4 4 167 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 556 554 172 560 556 334 176 0 0 336 0 0 Stage 1 180 180 - 372 372 - - - - - - - Stage 2 376 374 - 188 184 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 442 440 872 439 439 708 1400 - - 1223 - - Stage 1 822 750 - 648 619 - - - - - - - Stage 2 645 618 - 814 747 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 429 431 872 422 430 708 1400 - - 1223 - - Mov Cap-2 Maneuver 429 431 - 422 430 - - - - - - - Stage 1 808 747 - 637 608 - - - - - - - Stage 2 625 607 - 794 744 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.3 12.5 0.4 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1400 - - 594 491 1223 - - HCM Lane V/C Ratio 0.013 - - 0.041 0.027 0.004 - - HCM Control Delay (s) 7.6 0 - 11.3 12.5 8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Castle Hayne Residential Development 7: Blue Clay Road & Site Access #3/Kerry Drive 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 4 11 5 4 4 17 290 5 10 119 34 Future Vol, veh/h 23 4 11 5 4 4 17 290 5 10 119 34 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 - - - - - - - - - - - - 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 4 2 2 4 2 Mvmt Flow 26 4 12 6 4 4 19 322 6 11 132 38 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 540 539 151 544 555 325 170 0 0 328 0 0 Stage 1 173 173 - 363 363 - - - - - - - Stage 2 367 366 - 181 192 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 453 449 895 450 440 716 1407 - - 1232 - - Stage 1 829 756 - 656 625 - - - - - - - Stage 2 653 623 - 821 742 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 438 437 895 432 428 716 1407 - - 1232 - - Mov Cap-2 Maneuver 438 437 - 432 428 - - - - - - - Stage 1 815 748 - 645 614 - - - - - - - Stage 2 633 612 - 797 735 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.6 12.6 0.4 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1407 - - 514 490 1232 - - HCM Lane V/C Ratio 0.013 - - 0.082 0.029 0.009 - - HCM Control Delay (s) 7.6 0 - 12.6 12.6 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0 - - HCM 6th TWSC Castle Hayne Residential Development 8: Blue Clay Road & Site Access #4 2026 Build PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 18 26 289 101 34 Future Vol, veh/h 23 18 26 289 101 34 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 26 20 29 321 112 38 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 510 131 150 0 - 0 Stage 1 131 - - - - - Stage 2 379 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 523 919 1431 - - - Stage 1 895 - - - - - Stage 2 692 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 510 919 1431 - - - Mov Cap-2 Maneuver 510 - - - - - Stage 1 873 - - - - - Stage 2 692 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1431 - 634 - - HCM Lane V/C Ratio 0.02 - 0.072 - - HCM Control Delay (s) 7.6 0 11.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - Castle Hayne Residential Development Traffic Impact Analysis 2026 BUILD IMPROVED CONDITIONS Lanes, Volumes, Timings Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build Improved AM Peak Hour Kimley-Horn Synchro 11 Report Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 149 388 276 384 86 77 Future Volume (vph) 149 388 276 384 86 77 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 0 0 150 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.936 Flt Protected 0.950 0.974 Satd. Flow (prot) 1638 1553 1517 1759 1605 0 Flt Permitted 0.950 0.974 Satd. Flow (perm) 1638 1553 1517 1759 1605 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 Link Distance (ft) 1523 836 1121 Travel Time (s) 23.1 12.7 21.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 16% 4% 19% 8% 6% 10% Adj. Flow (vph) 166 431 307 427 96 86 Shared Lane Traffic (%) Lane Group Flow (vph) 166 431 307 427 182 0 Turn Type NA pm+ov Prot NA Prot Protected Phases 2 8 1 6 8 Permitted Phases 2 Detector Phase 2 2 1 6 8 Switch Phase Minimum Initial (s) 12.0 5.0 5.0 12.0 5.0 Minimum Split (s) 25.0 25.0 12.0 25.0 25.0 Total Split (s) 32.0 38.0 50.0 82.0 38.0 Total Split (%) 26.7% 31.7% 41.7% 68.3% 31.7% Maximum Green (s) 25.0 31.0 43.0 75.0 31.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None None Min None Act Effct Green (s) 18.8 40.7 23.0 47.1 16.6 Actuated g/C Ratio 0.25 0.55 0.31 0.63 0.22 v/c Ratio 0.40 0.51 0.65 0.38 0.51 Control Delay 29.3 14.0 30.8 8.0 33.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.3 14.0 30.8 8.0 33.4 LOS C B C A C Approach Delay 18.2 17.5 33.4 Lanes, Volumes, Timings Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build Improved AM Peak Hour Kimley-Horn Synchro 11 Report Lane Group EBT EBR WBL WBT NBL NBR Approach LOS B B C Queue Length 50th (ft) 60 108 111 78 68 Queue Length 95th (ft) 153 252 255 169 172 Internal Link Dist (ft) 1443 756 1041 Turn Bay Length (ft) 125 Base Capacity (vph) 630 846 972 1634 754 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.26 0.51 0.32 0.26 0.24 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 74.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 47.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: I-40 EB Ramps & Holly Shelter Road HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 Build Improved AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 8.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 188 45 19 438 216 143 Future Vol, veh/h 188 45 19 438 216 143 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 0 225 - 0 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 11 21 44 18 3 20 Mvmt Flow 209 50 21 487 240 159 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 209 0 738 209 Stage 1 - - - - 209 - Stage 2 - - - - 529 - Critical Hdwy - - 4.54 - 6.43 6.4 Critical Hdwy Stg 1 - - - - 5.43 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy - - 2.596 - 3.527 3.48 Pot Cap-1 Maneuver - 0 1148 - 384 788 Stage 1 - 0 - - 824 - Stage 2 - 0 - - 589 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1148 - 377 788 Mov Cap-2 Maneuver - - - - 377 - Stage 1 - - - - 824 - Stage 2 - - - - 578 - Approach EB WB NB HCM Control Delay, s 0 0.3 22.2 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBL WBT Capacity (veh/h) 377 788 - 1148 - HCM Lane V/C Ratio 0.637 0.202 - 0.018 - HCM Control Delay (s) 29.8 10.7 - 8.2 - HCM Lane LOS D B - A - HCM 95th %tile Q(veh) 4.2 0.8 - 0.1 - HCM 6th Roundabout Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 Build Improved AM Peak Hour Kimley-Horn Synchro 11 Report Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 290 454 180 15 Demand Flow Rate, veh/h 342 527 196 18 Vehicles Circulating, veh/h 139 150 242 663 Vehicles Exiting, veh/h 542 288 239 14 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.4 8.6 5.4 6.5 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 342 527 196 18 Cap Entry Lane, veh/h 1197 1184 1078 702 Entry HV Adj Factor 0.848 0.861 0.918 0.829 Flow Entry, veh/h 290 454 180 15 Cap Entry, veh/h 1016 1020 990 582 V/C Ratio 0.286 0.445 0.182 0.026 Control Delay, s/veh 6.4 8.6 5.4 6.5 LOS A A A A 95th %tile Queue, veh 1 2 1 0 Lanes, Volumes, Timings Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build Improved PM Peak Hour Kimley-Horn Synchro 11 Report Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 205 201 228 538 42 24 Future Volume (vph) 205 201 228 538 42 24 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 0 0 150 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.951 Flt Protected 0.950 0.969 Satd. Flow (prot) 1845 1599 1752 1827 1510 0 Flt Permitted 0.950 0.969 Satd. Flow (perm) 1845 1599 1752 1827 1510 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 35 Link Distance (ft) 1523 836 1121 Travel Time (s) 23.1 12.7 21.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 3% 1% 3% 4% 13% 21% Adj. Flow (vph) 228 223 253 598 47 27 Shared Lane Traffic (%) Lane Group Flow (vph) 228 223 253 598 74 0 Turn Type NA pm+ov Prot NA Prot Protected Phases 2 8 1 6 8 Permitted Phases 2 Detector Phase 2 2 1 6 8 Switch Phase Minimum Initial (s) 12.0 5.0 5.0 12.0 5.0 Minimum Split (s) 25.0 25.0 12.0 25.0 25.0 Total Split (s) 43.0 31.0 46.0 89.0 31.0 Total Split (%) 35.8% 25.8% 38.3% 74.2% 25.8% Maximum Green (s) 36.0 24.0 39.0 82.0 24.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min None None Min None Act Effct Green (s) 15.9 24.5 16.1 40.4 11.0 Actuated g/C Ratio 0.31 0.48 0.31 0.78 0.21 v/c Ratio 0.40 0.29 0.46 0.42 0.23 Control Delay 20.8 9.4 19.5 5.8 23.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 20.8 9.4 19.5 5.8 23.1 LOS C A B A C Approach Delay 15.1 9.9 23.1 Lanes, Volumes, Timings Castle Hayne Residential Development 1: I-40 EB Ramps & Holly Shelter Road 2026 Build Improved PM Peak Hour Kimley-Horn Synchro 11 Report Lane Group EBT EBR WBL WBT NBL NBR Approach LOS B A C Queue Length 50th (ft) 63 35 69 89 21 Queue Length 95th (ft) 147 87 150 181 62 Internal Link Dist (ft) 1443 756 1041 Turn Bay Length (ft) 125 Base Capacity (vph) 1423 1235 1403 1827 825 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.16 0.18 0.18 0.33 0.09 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 51.5 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 12.3 Intersection LOS: B Intersection Capacity Utilization 40.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: I-40 EB Ramps & Holly Shelter Road HCM 6th TWSC Castle Hayne Residential Development 2: I-40 WB Ramps & Holly Shelter Road 2026 Build Improved PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Int Delay, s/veh 43.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 180 45 53 394 378 239 Future Vol, veh/h 180 45 53 394 378 239 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - Free - None - Yield Storage Length - 0 225 - 0 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 4 2 16 4 2 3 Mvmt Flow 200 50 59 438 420 266 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - 200 0 756 200 Stage 1 - - - - 200 - Stage 2 - - - - 556 - Critical Hdwy - - 4.26 - 6.42 6.23 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.344 - 3.518 3.327 Pot Cap-1 Maneuver - 0 1293 - ~ 376 838 Stage 1 - 0 - - 834 - Stage 2 - 0 - - 574 - Platoon blocked, % - - Mov Cap-1 Maneuver - - 1293 - ~ 359 838 Mov Cap-2 Maneuver - - - - ~ 359 - Stage 1 - - - - 834 - Stage 2 - - - - 548 - Approach EB WB NB HCM Control Delay, s 0 0.9 87.3 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBL WBT Capacity (veh/h) 359 838 - 1293 - HCM Lane V/C Ratio 1.17 0.317 - 0.046 - HCM Control Delay (s) 135.4 11.3 - 7.9 - HCM Lane LOS F B - A - HCM 95th %tile Q(veh) 16.9 1.4 - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Roundabout Castle Hayne Residential Development 3: Blue Clay Road/Commercial Access & Holly Shelter Road 2026 Build Improved PM Peak Hour Kimley-Horn Synchro 11 Report Intersection Intersection Delay, s/veh 6.8 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 463 307 343 12 Demand Flow Rate, veh/h 479 323 367 12 Vehicles Circulating, veh/h 60 154 352 465 Vehicles Exiting, veh/h 417 565 187 12 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.4 5.8 8.3 4.3 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 479 323 367 12 Cap Entry Lane, veh/h 1298 1179 964 859 Entry HV Adj Factor 0.966 0.951 0.934 0.993 Flow Entry, veh/h 463 307 343 12 Cap Entry, veh/h 1254 1122 900 853 V/C Ratio 0.369 0.274 0.381 0.014 Control Delay, s/veh 6.4 5.8 8.3 4.3 LOS A A A A 95th %tile Queue, veh 2 1 2 0 Castle Hayne Residential Development Traffic Impact Analysis Appendix F – SimTraffic Queuing and Blocking Reports Castle Hayne Residential Development Traffic Impact Analysis 2022 EXISTING CONDITIONS Queuing and Blocking Report Castle Hayne Residential Development 2022 Existing AM Peak Hour 2022 Existing AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 155 265 86 180 Average Queue (ft) 6 93 28 58 95th Queue (ft) 73 203 70 140 Link Distance (ft) 1473 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 7 Queuing Penalty (veh) 0 9 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 20 5 32 205 Average Queue (ft) 1 0 2 74 95th Queue (ft) 12 0 16 145 Link Distance (ft) 748 748 1069 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 33 73 62 69 54 Average Queue (ft) 1 18 23 21 10 95th Queue (ft) 14 52 51 52 39 Link Distance (ft) 3172 2470 2088 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report Castle Hayne Residential Development 2022 Existing AM Peak Hour 2022 Existing AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 64 6 110 Average Queue (ft) 17 0 47 95th Queue (ft) 48 3 83 Link Distance (ft) 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 9 Queuing and Blocking Report Castle Hayne Residential Development 2022 Existing PM Peak Hour 2022 Existing PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB WB NB Directions Served R L LR Maximum Queue (ft) 102 60 101 Average Queue (ft) 19 20 34 95th Queue (ft) 71 49 76 Link Distance (ft) 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 7 6 48 544 Average Queue (ft) 0 0 6 219 95th Queue (ft) 4 6 30 463 Link Distance (ft) 748 748 1069 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 5 58 97 90 22 Average Queue (ft) 0 9 37 44 2 95th Queue (ft) 3 34 76 77 13 Link Distance (ft) 3172 2470 2088 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 3 3 Queuing Penalty (veh) 5 2 Queuing and Blocking Report Castle Hayne Residential Development 2022 Existing PM Peak Hour 2022 Existing PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB EB WB SB Directions Served L T TR LR Maximum Queue (ft) 72 5 4 72 Average Queue (ft) 30 0 0 32 95th Queue (ft) 61 5 3 52 Link Distance (ft) 2638 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 8 Castle Hayne Residential Development Traffic Impact Analysis 2026 NO BUILD CONDITIONS Queuing and Blocking Report Castle Hayne Residential Development 2026 No-Build AM Peak Hour 2026 No-Build AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB WB NB Directions Served T R L T LR Maximum Queue (ft) 369 326 98 3 201 Average Queue (ft) 38 135 29 0 65 95th Queue (ft) 241 308 73 0 158 Link Distance (ft) 1473 748 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 19 Queuing Penalty (veh) 1 26 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 8 7 44 252 Average Queue (ft) 0 0 4 96 95th Queue (ft) 6 7 25 198 Link Distance (ft) 748 748 1069 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 30 94 62 60 63 Average Queue (ft) 2 21 24 21 11 95th Queue (ft) 17 65 54 49 44 Link Distance (ft) 3172 2470 1977 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 2 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report Castle Hayne Residential Development 2026 No-Build AM Peak Hour 2026 No-Build AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 67 4 146 Average Queue (ft) 20 0 59 95th Queue (ft) 52 4 110 Link Distance (ft) 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 28 Queuing and Blocking Report Castle Hayne Residential Development 2026 No-Build PM Peak Hour 2026 No-Build PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 14 129 76 108 Average Queue (ft) 0 28 24 36 95th Queue (ft) 14 94 55 89 Link Distance (ft) 1473 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 1 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB WB NB Directions Served T L LR Maximum Queue (ft) 6 47 770 Average Queue (ft) 0 8 365 95th Queue (ft) 4 32 746 Link Distance (ft) 748 1069 Upstream Blk Time (%) 1 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 4 58 80 89 18 Average Queue (ft) 0 11 37 46 1 95th Queue (ft) 3 38 69 79 10 Link Distance (ft) 3172 2470 1977 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 3 4 Queuing Penalty (veh) 6 3 Queuing and Blocking Report Castle Hayne Residential Development 2026 No-Build PM Peak Hour 2026 No-Build PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 99 6 82 Average Queue (ft) 41 0 33 95th Queue (ft) 75 5 58 Link Distance (ft) 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 10 Castle Hayne Residential Development Traffic Impact Analysis 2026 BUILD CONDITIONS Queuing and Blocking Report Castle Hayne Residential Development 2026 Build AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 652 375 106 319 Average Queue (ft) 77 169 37 109 95th Queue (ft) 387 352 83 259 Link Distance (ft) 1473 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 29 Queuing Penalty (veh) 1 44 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB WB NB Directions Served T L LR Maximum Queue (ft) 4 46 338 Average Queue (ft) 0 5 118 95th Queue (ft) 3 27 267 Link Distance (ft) 748 1069 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 28 88 129 91 64 Average Queue (ft) 2 24 50 27 14 95th Queue (ft) 13 65 95 65 44 Link Distance (ft) 1079 2470 336 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 8 1 Queuing Penalty (veh) 3 1 Queuing and Blocking Report Castle Hayne Residential Development 2026 Build AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 87 14 224 Average Queue (ft) 28 1 85 95th Queue (ft) 65 8 175 Link Distance (ft) 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 5: Site Access #1 & Holly Shelter Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 18 52 Average Queue (ft) 1 25 95th Queue (ft) 9 49 Link Distance (ft) 1079 1029 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Blue Clay Road & Site Access #2/Concrete Plant Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 40 33 15 14 Average Queue (ft) 19 10 1 1 95th Queue (ft) 44 34 9 8 Link Distance (ft) 1028 1056 567 336 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Castle Hayne Residential Development 2026 Build AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 7: Blue Clay Road & Site Access #3/Kerry Drive Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 55 33 20 13 Average Queue (ft) 29 14 2 1 95th Queue (ft) 51 39 12 7 Link Distance (ft) 995 995 885 567 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Blue Clay Road & Site Access #4 Movement EB NB Directions Served LR LT Maximum Queue (ft) 65 27 Average Queue (ft) 31 2 95th Queue (ft) 56 13 Link Distance (ft) 1010 928 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 49 Queuing and Blocking Report Castle Hayne Residential Development 2026 Build PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L LR Maximum Queue (ft) 16 150 68 135 Average Queue (ft) 1 33 30 42 95th Queue (ft) 16 104 58 98 Link Distance (ft) 1473 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 2 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB EB WB WB NB Directions Served T R L T LR Maximum Queue (ft) 11 6 55 16 1118 Average Queue (ft) 0 0 12 1 685 95th Queue (ft) 8 8 40 9 1258 Link Distance (ft) 748 748 1470 1069 Upstream Blk Time (%) 30 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB WB NB NB SB Directions Served LTR LTR LT R LTR Maximum Queue (ft) 6 65 143 99 28 Average Queue (ft) 0 14 54 52 9 95th Queue (ft) 4 44 104 91 30 Link Distance (ft) 1079 2470 336 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 10 5 Queuing Penalty (veh) 18 6 Queuing and Blocking Report Castle Hayne Residential Development 2026 Build PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 4: Sidbury Road & Old Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 106 14 124 Average Queue (ft) 47 1 46 95th Queue (ft) 86 8 88 Link Distance (ft) 3199 1547 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 5: Site Access #1 & Holly Shelter Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 32 42 Average Queue (ft) 3 17 95th Queue (ft) 17 44 Link Distance (ft) 1079 1029 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Blue Clay Road & Site Access #2/Concrete Plant Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 37 33 40 12 Average Queue (ft) 16 11 4 0 95th Queue (ft) 41 34 21 7 Link Distance (ft) 1028 1056 567 336 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Castle Hayne Residential Development 2026 Build PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 7: Blue Clay Road & Site Access #3/Kerry Drive Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 46 36 37 27 Average Queue (ft) 21 10 3 2 95th Queue (ft) 47 34 18 16 Link Distance (ft) 995 995 885 567 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Blue Clay Road & Site Access #4 Movement EB NB Directions Served LR LT Maximum Queue (ft) 65 30 Average Queue (ft) 24 3 95th Queue (ft) 52 18 Link Distance (ft) 1010 928 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 26 Castle Hayne Residential Development Traffic Impact Analysis 2026 BUILD IMPROVED CONDITIONS Queuing and Blocking Report Castle Hayne Residential Development 2026 Build Improved AM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB WB NB Directions Served T R L T LR Maximum Queue (ft) 161 239 269 138 170 Average Queue (ft) 62 88 137 52 65 95th Queue (ft) 124 187 232 111 130 Link Distance (ft) 1473 748 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 1 4 Queuing Penalty (veh) 4 6 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement EB EB WB NB Directions Served T R L L Maximum Queue (ft) 4 11 47 155 Average Queue (ft) 0 0 4 70 95th Queue (ft) 4 8 27 123 Link Distance (ft) 748 748 1069 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB EB WB NB NB SB Directions Served LT R LTR LT R LTR Maximum Queue (ft) 23 15 108 139 80 64 Average Queue (ft) 1 1 26 43 19 14 95th Queue (ft) 11 7 73 94 51 44 Link Distance (ft) 1079 2470 322 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 7 0 Queuing Penalty (veh) 3 0 Zone Summary Zone wide Queuing Penalty: 13 Queuing and Blocking Report Castle Hayne Residential Development 2026 Build Improved PM Peak Hour Kimley-Horn SimTraffic Report Intersection: 1: I-40 EB Ramps & Holly Shelter Road Movement EB EB WB WB NB Directions Served T R L T LR Maximum Queue (ft) 143 101 152 126 94 Average Queue (ft) 58 21 83 43 33 95th Queue (ft) 110 73 131 103 73 Link Distance (ft) 1473 748 748 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 1 0 Intersection: 2: I-40 WB Ramps & Holly Shelter Road Movement WB NB NB Directions Served L L R Maximum Queue (ft) 65 683 400 Average Queue (ft) 10 243 69 95th Queue (ft) 39 550 317 Link Distance (ft) 1069 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 225 250 Storage Blk Time (%) 26 Queuing Penalty (veh) 64 Intersection: 3: Blue Clay Road/Commercial Access & Holly Shelter Road Movement EB EB WB NB NB SB Directions Served LT R LTR LT R LTR Maximum Queue (ft) 29 13 74 162 95 28 Average Queue (ft) 1 1 15 50 41 9 95th Queue (ft) 14 8 48 113 83 30 Link Distance (ft) 1079 2470 322 1054 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 7 3 Queuing Penalty (veh) 14 4 Zone Summary Zone wide Queuing Penalty: 83 Castle Hayne Residential Development Traffic Impact Analysis Appendix G – Traffic Signal Warrant Analysis Y N N 2 1 Major Minor Major Minor Major Minor Major Minor Minor Minor Total Street Street Street Street Street Street Street Street Delay Volume Intrsctn 12:00 AM TO 01:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 01:00 AM TO 02:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 02:00 AM TO 03:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 03:00 AM TO 04:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 04:00 AM TO 05:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 05:00 AM TO 06:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 06:00 AM TO 07:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 07:00 AM TO 08:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 08:00 AM TO 09:00 AM 537 276 128% 263%85% 521% 112% 230% 75% 460% 09:00 AM TO 10:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 10:00 AM TO 11:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 11:00 AM TO 12:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 12:00 PM TO 01:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 01:00 PM TO 02:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 02:00 PM TO 03:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 03:00 PM TO 04:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 04:00 PM TO 05:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 05:00 PM TO 06:00 PM 406 228 97% 217% 64% 430% 85% 190% 56% 380% 06:00 PM TO 07:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 07:00 PM TO 08:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 08:00 PM TO 09:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 09:00 PM TO 10:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 10:00 PM TO 11:00 PM 0% 0% 0% 0% 0% 0% 0% 0% 11:00 PM TO 12:00 AM 0% 0% 0% 0% 0% 0% 0% 0% 420 105 630 53 480 120 720 60 TOTAL 1 TOTAL 0 TOTAL 1 TOTAL 0 TOTAL 2 TOTAL 1 Met? NO Met? NO TOTAL 0 Met? NO Met? No Met? Yes COMMENTS/NOTES: COMMENTS/NOTES: 2026 Build Condition WB Left-Turn Considered Minor Source: Created By: MUTCD, 2009 Edition Kimley-Horn and Associates, Inc. Threshold Threshold Threshold Threshold MUTCD Figure Warranting Volumes #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! 108% Met? TOTAL 4C-1 and 4C-2 4C-3 and 4C-4 Summary Summary Summary Summary Summary Summary Summary 68% #VALUE! #VALUE! MUTCD Figure #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! 103% #VALUE! #VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE! #VALUE! 182% #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! #VALUE!#VALUE! Total of Both Approaches Higher Volume Approach Warrant 3, Condition B 80% of 1A 80% of 1B24-Hour Volume Summary Major Street Minor Street Warrant 1, Condition A Warrant 1, Condition B Warrant 1, Combination Warrant Warrant 2 Warrant 3, Condition A Major Street:Holly Shelter Road Minor Street:I-40 EB Ramp Approach Lanes - Major? (1 or 2) Approach Lanes - Minor? (1 or 2) Date:2/1/2023 Analyzed by: State:North Carolina Analyzed by:CES TRAFFIC SIGNAL WARRANT ANALYSIS City/County:New Hanover 85th-percentile speed on the major street exceeds 40 mph? (Y or N) Isolated community with a population of less than 10,000? (Y or N) Apply 56% warrant to Warrant 1, Combination Warrant? (Y or N)Kimley-Horn Castle Hayne Residential Development Traffic Impact Analysis Appendix H – Turn Lane Warrant Analysis EB Right-Turn Lane Holly Shelter Road at Blue Clay Road Right-Turn Volume Total Approach Volume 62 224 47 340 Right-Turn Volume Total Approach Volume 90 261 115 414 2026 No-Build AM Peak Hour PM Peak Hour 2026 Build AM Peak Hour PM Peak Hour Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 WB Right-Turn Lane Sidbury Road at Dairy Farm Road Right-Turn Volume Total Approach Volume 23 510 27 286 Right-Turn Volume Total Approach Volume 30 517 44 303 PM Peak Hour 2026 No-Build AM Peak Hour PM Peak Hour AM Peak Hour 2026 Build Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 EB Right-Turn Lane Blue Clay Road at Site Access #1 Right-Turn Volume Total Approach Volume 10 262 26 434 2026 Build AM Peak Hour PM Peak Hour Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 SB Right-Turn Lane Blue Clay Road at Site Access #2 Right-Turn Volume Total Approach Volume 14 221 34 163 AM Peak Hour 2026 Build PM Peak Hour Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 SB Right-Turn Lane Blue Clay Road at Site Access #3 Right-Turn Volume Total Approach Volume 14 220 34 163 2026 Build AM Peak Hour PM Peak Hour Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3 SB Right-Turn Lane Blue Clay Road at Site Access #4 Right-Turn Volume Total Approach Volume 14 227 34 135 2026 Build AM Peak Hour PM Peak Hour Po l i c y O n S t r e e t A n d D r i v e w a y A c c e s s t o N o r t h C a r o l i n a H i g h w a y s Pa g e 8 0 J u l y 2 0 0 3