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14-236 Tech Memo The WMPO, NCDOT, and New Hanover County staffs have reviewed the Middle Sound Market Place development TIA. We concur with the recommendations of the TIA as stated below with the following delineation of responsibility: Improvement by Developer. (1) Improvement by Developer. Additional or modified recommendation (2) Committed Improvement by TIP Project U-4751. (3) Committed Improvement by TIP Project U-4751. Additional or modified Improvement by Developer (4) ****Revisions to the original approval letter dated March 13, 2015 only affect the intersection of site access #3 and Middle Sound Loop Road. This intersection will be full access intersection a minimum of 550 feet from the intersection of US 17 (Market Street) and Middle Sound Loop Road.**** US 17 (Market St) and Lendire Rd Intersection o EB Lendire Rd  Restrict to Right-in/Right-out access with monolithic island (2) US 17 (Market St) and Middle Sound Loop Rd Intersection o NB US 17 (Market St)  Continuous Right-Turn Lane (2) If Right of Way is available this will be the responsibility of the developer o SB US 17 (Market St)  Extend Left-Turn Lane to 350 Ft (U-4751 to convert Existing TWLTL to single 250’ Left-Turn Lane) (4)  Extend the Existing Right Turn to 175’ and restripe to Thru/Right Lane (3) o EB Middle Sound Loop Rd WILMINGTON URBAN AREA Metropolitan Planning Organization P.O. Box 1810 Wilmington, North Carolina 28402 910 341 3258 910 341 7801 FAX Members: City of WILMINGTON Lead Planning Agency Town of CAROLINA BEACH Town of KURE BEACH Town of WRIGHTSVILLE BEACH NEW HANOVER County Town of BELVILLE Town of LELAND Town of NAVASSA BRUNSWICK County PENDER County CAPE FEAR Public Transportation Authority North Carolina BOARD OF TRANSPORTATION June 15, 2015 Mr. Dan Cumbo, PE Davenport Transportation Consulting P.O. Box 15997 Wilmington, NC 28408 RE: Revised Approval of the Traffic Impact Analysis (TIA) associated with the proposed Middle Sound Market Place Development New Hanover County, NC  Restripe Egress: 150’ Left-Turn Lane, Thru Lane, Right –Turn Lane (2) o WB Middle Sound Loop Road  Extend the existing dual 250’ Left-Turn lanes to Site Access 3 (2)  150’Right-Turn Lane (2) Middle Sound Loop Rd and Site Access 3 intersection Full Access Intersection. o EB Middle Sound Loop Rd  200’ Right-Turn Lane (1) o WB Middle Sound Loop Road  100’ Left-Turn Lane (1) o NB Site Access 3  Three-Lane Cross-Section: One Ingress, Two Egress (1)  Egress: o 100’ Left-Turn Lane o Right Turn-Lane  200’ Internal Protected Stem (2) Middle Sound Loop Rd and Site Access 4 Intersection *Changes in site layout may necessitate the addition of a right turn lane on EB Middle Sound Loop Road o EB Middle Sound Loop Rd  Restripe the Existing Thru Lane to Thru/Right Lane (1) o NB Site Access 4  Three-Lane Cross-Section: One Ingress, Two Egress (1)  Egress; Left and Right-Turn Lanes (1)  250’ Internal Protected Stem (2) US 17 (Market St) and Site Access 2 Intersection This intersection shall be restricted to Right-in access only o NB US 17 (Market Street)  Continuous Right-Turn Lane (1) o SB US 17 (Market St)  Construct an Additional Thru Lane (3) o WB Site Access 2  Ingress: Right-Turn Lane (1) US 17 (Market St) and Site Access 1 Intersection This intersection shall be restricted to Right-in/Right-out access only o NB US 17 (Market St)  100’ Right-Turn Lane (1) o SB US 17 (Market St)  Construct an additional Thru Lane (3) o WB Site Access 1  Two-Lane Cross-Section: One Ingress, One Egress (1)  Egress: Right-Turn Lane (1)  150’ Internal Protected Stem (2) Middle Sound Loop Road and Bojangles’ Access Intersection o EB Middle Sound Loop Rd  Construct a Shared Thru/Right Lane (1) o WB Middle Sound Loop Rd  Extend the Existing Middle Sound Loop Rd to Lendire Rd Realignment (1)  75’ Left-Turn Lane (1) o NB Bojangles’ Access  Two Lane Cross-Section: One Ingress, One Egress (1)  Egress: Left/Right-Turn Lane (1)  100’ Internal Protected Stem (2) The applicant will be required to obtain an NCDOT driveway permit for access to the state road network. All applicable NCDOT driveway access technical standards and policies will apply. Comments from the Technical Review Committee will also apply. If Changes are made to the proposed site driveways, land use and or intensity, the study parameters will need to be modified and a revised Traffic Impact Analysis will be required for review by NCDOT and the WMPO. Please contact me at 910-473-5380 with any further questions regarding this approval. Sincerely, Amy L. Kimes Co p y : Anthony Law, District Engineer, NCDOT Sam Burgess, New Hanover County Katie Hite, Division Traffic Engineer, NCDOT Jessi Booker, NCDOT Mike Kozlosky, Executive Director, WMPO Ben Hughes, NCDOT Bill McDow, WMPO Middle Sound Market Place New Hanover County, NC TRANSPORTATION TECHNICAL MEMORANDUM Prepared for Halpern Development Company, LLC. Project Number: 14-236 5/31/2015 This report is printed on recycled paper with 30% post‐consumer content. All paper is FSC Certified. The entire document, including binding, is 100% recyclable. Home Office: 305 West Fourth Street, Suite 2A Serving the Southeast since 2002 Winston-Salem, NC 27101 Main: 336.744.1636; Fax: 336.458.9377 Transportation Technical Memorandum Middle Sound Market Place New Hanover County, NC Prepared for Halpern Development Company, LLC. May 31, 2015 Analysis by: Trent Moody, P.E. Drafting/Graphics by: Trent Moody, P.E. Reviewed by: Dan Cumbo, P.E. Sealed by: Trent Moody, P.E. This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. SEAL This report is printed on recycled paper with 30% post-consumer content. All paper is FSC Certified. The entire document, including binding, is 100% recyclable. 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 1 Transportation Analysis for Middle Sound Marketplace, New Hanover Co., NC Technical Memorandum Prepared for Halpern Development Company, LLC May 31, 2015 Introduction The proposed Middle Sound Market Place development is located at the southeast quadrant of intersection of US 17 (Market Street) and SR 1403 (Middle Sound Loop Road) in New Hanover County, North Carolina. As currently planned, this development will consist of 28,000 square feet of retail, 45,600 square feet of supermarket and 1,400 square feet of fast food restaurant with drive-thru and no seating. The site plan proposes using four (4) accesses: one right-in right-out access and one right-in only access on US 17 as well as two (2) full accesses on Middle Sound Loop Road. Figure 1 of the Appendix shows the site plan. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of both background traffic and new development traffic. Previously, a transportation impact analysis was completed by DAVENPORT and dated November 14, 2014. The purpose of this memorandum is to provide a revised analysis due to a reduction in land use intensity and to asses any potential queuing issues related to the relocation of the westernmost site access along Middle Sound Loop Road to approximately 520’ east of US 17. The following intersections were included in the study:  US 17 at Lendire Road  US 17 at Middle Sound Loop Road  Lendire Realignment at Existing Access (Bojangles/ Advance Auto access)  US 17 at Proposed Site Access 1  US 17 at Proposed Site Access 2  Middle Sound Loop Road at Proposed Site Access 3  Middle Sound Loop Road at Proposed Site Access 4 The intersections were analyzed during the AM (7-9 AM) and PM (4-6 PM) peaks for the weekday and Saturday peak (10 AM-1 PM) for the following conditions:  2014 Existing Conditions  2016 Future No Build Conditions  2016 Future Build Conditions  2016 Future Build Conditions with Improvements 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 2 Trip Generation and Distribution The proposed land uses for this development are estimated to generate a net of 5,383 daily trips, 271 AM peak hour trips (155 entering, 116 exiting) 497 PM peak hour trips (247 entering, 250 exiting), and 924 Saturday peak hour trips (484 entering, 460 exiting). With the revised land use sizes a trip reduction of approximately 7% is proposed in comparison to the land uses provided in the November 2014 TIA. More information can be found in the Appendix. Site trips for this proposed development were distributed based on the existing traffic patterns and engineering judgment. The trip distribution model is shown in Figure 5A of the Appendix and the directional distributions for site trips are as follows:  35% to and from the south on US 17  30% to and from the north on US 17  15% to and from the east on Middle Sound Loop Road  20% to and from the west on Middle Sound Loop Road The pass-by trip distribution for each scenario are illustrated in Figure 5C of the Appendix. Capacity Analysis The results of the study are discussed by intersection below: US 17 at Lendire Road This unsignalized intersection currently operates at LOS F during the AM peak, LOS E during the PM and Saturday peaks. In 2016 future no build conditions the LOS is expected to remain as the current conditions. With inclusion of site generated traffic along with the rerouting of Lendire traffic, LOS E is expected in the AM, LOS C is expected in the PM peak and LOS D is anticipated during the Saturday peak. As previously discussed, the improvements proposed in TIP U-4751 on Middle Sound Rd will need to be in place in future build conditions in order to provide adequate access to the site. The following is recommended:  Convert to right-in/right-out configuration by installation of a monolithic island on Lendire Road, facilitating the right turn only movements. 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 3 US 17 at Middle Sound Loop Road This signalized intersection currently operates at LOS C during the AM peak, LOS D during the PM peaks and LOS C during Saturday peak. In 2016 future no build conditions the LOS is expected to remain as the current conditions. With the addition of proposed site traffic, LOS D is expected in the AM peak, LOS F in the PM and LOS E in the Saturday peaks. To mitigate the LOS F, the following is recommended:  Construct a channelized northbound right turn lane along NC 17 with full width up to Site Access 2.  Construct a channelized westbound right turn lane along Middle Sound Loop Road as proposed in U-4751.  Extend dual westbound left turn lane storage to accommodate full width storage to Site Access 3 intersection.  It is recommended that routine signal timing programing be performed to accommodate future traffic. With these improvements in place, LOS D is anticipated in the AM, LOS E is expected in the PM peak and LOS D expected in the Saturday peak. Middle Sound Loop Road Extension at Bojangles Access This unsignalized intersection currently operates at LOS A during the AM, PM and Saturday peaks. In 2016 future no build conditions and with addition of proposed site traffic, LOS A is expected to remain. The following is recommended: • Construct a westbound left lane on Middle Sound Loop with 75 feet of storage with appropriate taper. US 17 at Proposed Site Access 1 In 2016 future build out conditions, LOS B is expected in the AM peak, LOS F in the PM peak and LOS E in the Saturday peak. Based on projected volumes turn lanes are warranted. The following is recommended:  Construct a northbound through lane on US 17 with 100 feet of storage with appropriate taper. With improvements in place, LOS B is expected in the AM peak, LOS D in the PM peak and LOS C in the Saturday peak 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 4 US 17 at Proposed Site Access 2 Per comments received by NCDOT regarding the site plan, this proposed access location was analyzed as a right-in only in future build models. Given this entry only configuration, vehicles did not experience delay due to the free flow entrance into the site. Middle Sound Loop Road at Proposed Site Access 3 This proposed site access was analyzed as a full movement access located along Middle Sound Loop Road. In 2016 future build out conditions, LOS C is expected in the AM peak, LOS F in the PM and Saturday peaks. The following is recommended:  Construct an eastbound right turn lane on Middle Sound Loop Road with 200 feet of storage with appropriate taper.  Construct a westbound left turn lane on Middle Sound Loop Road with 100 feet of storage with appropriate taper.  Construct separate left and right turn lanes along Site Access 3 for exiting site traffic. With the recommended improvements in place, this intersection is anticipated to operate at LOS B in the AM peak and LOS C during the PM and Saturday peaks. Middle Sound Loop Road at Proposed Site Access 4 In 2016 future build out conditions, LOS C is expected in the AM, PM peak and Saturday peaks. Based on projected volumes turn lanes are warranted. The following is recommended:  Construct separate left and right turn lanes along Site Access 4 for exiting site traffic. With improvements in place LOS B is expected in the AM, PM peak and Saturday peaks. The recommended improvements are illustrated in Figure 9 of the Appendix. The level of service summary is provided in Table 1. 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 5 Table 1 - Level of Service Summary AM Peak 2014 Existing 2016 Future No Build 2016 Future Build 2016 Future Build + Improvements US 17 at Lendire Road F (69.4) EB Approach F (78.8) EB Approach E (37) EB Approach C (18.3) EB Approach US 17 at Middle Sound Loop Road C (28.7) C (29.6) D (45.2) D (44.8) Lendire Realignment at Bojangles' Access A (8.5) NB Approach A (8.5) NB Approach A (9.1) NB Approach A (9.1) NB Approach US 17 at Site Access 1 B (15) WB Approach B (12) WB Approach US 17 at Site Access 2 (0) NB Approach (0) NB Approach Middle Sound Loop Road at Site Access 3 C (17.6) NB Approach B (12.8) NB Approach Middle Sound Loop Road at Site Access 4 C (15.3) NB Approach B (12.1) NB Approach PM Peak 2014 Existing 2016 Future No Build 2016 Future Build 2016 Future Build + Improvements US 17 at Lendire Road E (36.7) EB Approach E (38.9) EB Approach C (24.2) EB Approach B (14.5) EB Approach US 17 at Middle Sound Loop Road D (46.1) D (49.8) F (104.2) E (76.5) Lendire Realignment at Bojangles' Access A (8.5) NB Approach A (8.5) NB Approach A (9.2) NB Approach A (9.2) NB Approach US 17 at Site Access 1 F (116.1) WB Approach D (29.4) WB Approach US 17 at Site Access 2 (0) NB Approach (0) NB Approach Middle Sound Loop Road at Site Access 3 F (73.4) NB Approach C (16.9) NB Approach Middle Sound Loop Road at Site Access 4 C (20.5) NB Approach B (13.5) NB Approach 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 6 Saturday Peak 2014 Existing 2016 Future No Build 2016 Future Build 2016 Future Build + Improvements US 17 at Lendire Road E (37.5) EB Approach E (40.3) EB Approach D (29) EB Approach C (16) EB Approach US 17 at Middle Sound Loop Road C (23.9) C (25.4) E (60.3) D (48.6) Lendire Realignment at Bojangles' Access A (8.5) NB Approach A (8.5) NB Approach A (9.4) NB Approach A (9.4) NB Approach US 17 at Site Access 1 E (43.5) WB Approach C (20.4) WB Approach US 17 at Site Access 2 (0) NB Approach (0) NB Approach Middle Sound Loop Road at Site Access 3 F (151.4) NB Approach C (20.9) NB Approach Middle Sound Loop Road at Site Access 4 C (20.3) NB Approach B (13.7) NB Approach LOS (delay in seconds) Note for unsignalized conditions, LOS and delay indicates only minor street approach with longest delay Queuing Analysis A queuing analysis was performed along Middle Sound Loop Road between its intersections with US 17 and the proposed Site Access 3 to verify if the queuing would extend past the proposed location of Site Access 3. As shown in the site plan, the proposed access is to be located approximately 520’ south of the stop bar location of Middle Sound’s intersection with US 17. Below is the table of the 95th percentile queuing summary of the westbound left turn along Middle Sound Loop Road at US 17. More information can be found in the Appendix. Table 2 – 95th Percentile Queuing Summary Intersection AM Peak PM Peak Saturday Peak US 17 at Middle Sound Loop Road (WBL) 420’ 470’ 239’ 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 7 Summary and Conclusion DAVENPORT analyzed the seven (7) study intersections for this proposed development. With the revised land use sizes from the previously completed TIA, trip generation for this proposed development was reduced by approximately 7%. The capacity and queuing analyses reveal that a full movement access at Site Access 3 can be provided at the location proposed in the site plan without witnessing queues extending past the proposed location. In conclusion, this analysis has been conducted based on NCDOT standards and has determined the potential traffic impacts of this development. With the build-out of the site, the analysis indicates there will be adequate capacity to accommodate future traffic along this roadway network. Table 3 below summarizes the recommended improvements related to this development. Table 3 - Improvement Summary US 17 and Lendire Road • Convert to right-in/right-out configuration by installation of a monolithic island on Lendire Road, facilitating the right turn only movements. US 17 and Middle Sound Loop Road • Construct a channelized northbound right turn lane along NC 17 from Site Access 2. • Construct a channelized westbound right turn lane along Middle Sound Loop Road as proposed in U-4751. • Extend dual westbound left turn lane storage to accommodate full width storage to Site Access 3 intersection. • It is recommended that routine signal timing programing be performed to accommodate future traffic. Middle Sound Loop Road and Bojangles Access • Construct a westbound left lane on Middle Sound Loop with 75 feet of storage with appropriate taper. US 17 and Site Access 1 • Construct a northbound through lane on US 17 with 100 feet of storage with appropriate taper. US 17 and Site Access 2 No Improvements Recommended Middle Sound Loop Road and Site Access 3 • Construct an eastbound right turn lane on Middle Sound Loop Road with 200 feet of storage with appropriate taper. • Construct a westbound left turn lane on Middle Sound Loop Road with 100 feet of storage with appropriate taper. • Construct separate left and right turn lanes along Site Access 3 for exiting site traffic. Middle Sound Loop Road and Site Access 4 • Construct separate left and right turn lanes along Site Access 4 for exiting site traffic. 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 8 Appendix Figure 1 –Site Plan............................................................................................................... 9 Figure 2 – Site Location Map ........................................................................................... 10 Figure 3 – Existing Volumes ............................................................................................. 11 Figure 4 – 2016 No-Build Volumes ................................................................................. 12 Figure 5A – Primary Trip Distribution .............................................................................. 13 Figure 5B – Pass-By Trip Distribution ............................................................................. 14 Figure 6A – Primary Site Trips ......................................................................................... 15 Figure 6B – Pass-By Site Trips ........................................................................................ 16 Figure 7 – 2016 Build Volumes ........................................................................................ 18 Figure 8 – Recommended Improvements ...................................................................... 19 Appendix A: Trip Generation ............................................................................................ 20 Appendix B: Level of Service Reports ............................................................................ 21 Appendix C: Supporting Documentation ........................................................................ 22 FI G U R E 1 SI T E P L A N FI G U R E 2 SI T E L O C A T I O N M A P SI T E I N D I C A T O R *** NOT TO SCALE *** PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 3 EXISTING TRAFFIC VOLUMES Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road 3 / 16 / 12 148 / 100 / 96 19 1 4 / 1 4 8 4 / 1 6 3 5 18 / 4 8 / 5 3 11 3 7 / 2 1 4 1 / 1 6 0 6 28 / 8 1 / 5 4 67 / 47 / 8613 / 7 / 9448 / 218 / 221 39 / 40 / 346 / 16 / 7 2 / 6 / 9 57 / 9 4 / 7 1 19 6 7 / 1 4 5 5 / 1 6 2 3 38 / 3 5 / 3 7 96 / 2 8 3 / 1 4 7 10 5 9 / 2 1 3 5 / 1 5 4 0 12 / 1 6 / 1 5 63 / 58 / 61 47 / 6 2 / 5 0 *** NOT TO SCALE *** PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 4 2016 FUTURE NO BUILD VOLUMES Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road 3 / 16 / 12 151 / 102 / 98 19 5 2 / 1 5 1 4 / 1 6 6 8 18 / 4 9 / 5 4 11 6 0 / 2 1 8 4 / 1 6 3 8 29 / 8 3 / 5 5 68 / 48 / 8813 / 7 / 9457 / 222 / 225 40 / 41 / 356 / 16 / 7 2 / 6 / 9 58 / 9 6 / 7 2 20 0 7 / 1 4 8 4 / 1 6 5 6 39 / 3 6 / 3 8 98 / 2 8 9 / 1 5 0 10 8 0 / 2 1 7 8 / 1 5 7 1 12 / 1 6 / 1 5 64 / 59 / 62 48 / 6 3 / 5 1 PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED FIGURE5APRIMARY TRIP DISTRIBUTION DESTINATION NODE% 15% 30% 20% 20% OUT 53% IN 45 % O U T 30 % I N 10 % O U T 5% I N 30 % I N 30 % O U T 35% US 1 7 Middle Sound Loop Road Bo j a n g l e s ' A c c e s s Lendire Road Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 20 % O U T 10 % I N 20 % I N 15 % I N 5% I N + 20 % O U T 2% IN 10% IN10% IN 20 % O U T 35% OUT 20% OUT 10% OUT 10% OUT 35 % O U T 35 % O U T 2% IN20% IN 20% IN RIGHTIN / RIGHTOUT 20% OUT 20% OUT Le n d i r e Re a l i g n m e n t 5% IN 5% O U T *** NOT TO SCALE *** PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED FIGURE5BPASS-BY TRIP DISTRIBUTION DESTINATION NODE% 20% 30% OUT 50% IN 45 % O U T 30 % I N 30% Middle Sound Loop Road Bo j a n g l e s ' A c c e s s Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 10 % I N 20 % I N -2 0 % I N 40% OUT RIGHTIN / RIGHTOUT -3 0 % O U T 30% 15% IN -15% IN Le n d i r e Re a l i g n m e n t 10% OUT 20% -10% IN 20% IN -10% IN PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED FIGURE5BPASS-BY TRIP DISTRIBUTION DESTINATION NODE% 20% 30% US 1 7 Lendire Road Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 20 % I N -2 0 % I N -1 0 % I N + 10 % O U T RIGHTIN / RIGHTOUT 30% 20% 25 % O U T 5% IN -5% IN *** NOT TO SCALE ***PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 6A PRIMARY SITE TRIPS Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road 0 / 0 / 0 0 / 0 / 0 46 / 7 4 / 1 4 5 0 / 0 / 0 29 / 7 5 / 1 3 8 0 / 0 / 0 10 / 25 / 46 19 / 50 / 92 34 / 88 / 161 0 / 0 / 031 / 49 / 97 0 / 0 / 0 46 / 7 4 / 1 4 5 0 / 0 / 0 0 / 0 / 0 8 / 1 2 / 2 4 19 / 5 0 / 9 2 0 / 0 / 0 19 / 50 / 920 / 0 / 0 0 / 0 / 0 0 / 0 / 0 Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 31 / 49 / 97 0 / 0 / 0 19 / 50 / 9234 / 8 8 / 1 6 1 31 / 4 9 / 9 7 23 / 3 7 / 7 3 34 / 8 8 / 1 6 1 15 / 2 5 / 4 8 27 / 6 2 / 1 1 6 19 / 50 / 92 15 / 25 / 48 3 / 5 / 10 82 / 131 / 257 10 / 2 5 / 4 6 43 / 1 1 3 / 2 0 7 15 / 25 / 48 8 / 12 / 24 10 / 25 / 46 3 / 5 / 10 5 / 1 3 / 2 3 19 / 5 0 / 9 2 RIGHTIN / RIGHTOUT Le n d i r e Re a l i g n m e n t *** NOT TO SCALE ***PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 6B PASS-BY SITE TRIPS Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 2 / 16 / 9 0 / 0 / 0 6 / 62 / 37 -1 / -16 / -103 / 31 / 20 -1 / -16 / -10 4 / 4 7 / 2 9 -4 / - 4 7 / - 2 9 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 00 / 0 / 0 0 / 0 / 0 0 / 0 / 0 Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 0 / 0 / 0 0 / 0 / 0 5 / 48 / 280 / 0 / 0 3 / 3 2 / 2 0 -3 / - 3 2 / - 2 0 0 / 0 / 0 1 / 1 6 / 1 0 0 / 0 / - 1 1 / 8 / 4 2 / 24 / 15 0 / 0 / 0 7 / 79 / 49 0 / 0 / 0 7 / 7 2 / 4 1 -1 / -8 / -5 1 / 8 / 5 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 4 / 4 0 / 2 3 RIGHTIN / RIGHTOUT Le n d i r e Re a l i g n m e n t *** NOT TO SCALE ***PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 7 2016 RE-ROUTE OF LENDIRE ROAD VOLUMES Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road -2 / -12 / -9 -75 / -51 / -49 0 / 0 / 0 0 / 0 / 0 2 / 1 2 / 9 -2 1 / - 6 2 / - 4 1 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 2 / 12 / 90 / 0 / 0 75 / 51 / 49 0 / 0 / 0 -7 5 / - 5 1 / - 4 9 0 / 0 / 0 0 / 0 / 0 -2 1 / - 6 2 / - 4 1 21 / 6 2 / 4 1 21 / 62 / 410 / 0 / 0 0 / 0 / 0 0 / 0 / 0 Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 78 / 63 / 58 0 / 0 / 0 0 / 0 / 00 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 0 / 0 / 0 RIGHTIN / RIGHTOUT Le n d i r e Re a l i g n m e n t *** NOT TO SCALE ***PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N 0 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT ROADWAY LEGEND AM / PM / SAT PEAKS FIGURE 8 2016 FUTURE BUILD VOLUMES Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. BLACK = EXISTING BLUE = PROPOSED GREY = UNANALYZED US 1 7 Middle Sound Loop Road Bo j a n g e l s ' A c c e s s Lendire Road 1 / 4 / 3 76 / 51 / 49 19 9 8 / 1 5 8 8 / 1 8 1 3 18 / 4 9 / 5 4 11 9 1 / 2 2 7 1 / 1 7 8 5 8 / 2 1 / 1 4 80 / 89 / 143 32 / 57 / 101 497 / 372 / 423 41 / 37 / 3440 / 96 / 124 76 / 41 / 48 10 8 / 2 1 7 / 2 4 6 19 2 8 / 1 3 8 6 / 1 5 7 8 39 / 3 6 / 3 8 10 6 / 3 0 1 / 1 7 4 10 7 8 / 2 1 6 6 / 1 6 2 2 33 / 7 8 / 5 6 40 / 112 / 13364 / 59 / 62 48 / 6 3 / 5 1 0 / 0 / 0 Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 109 / 112 / 155 0 / 0 / 0 24 / 98 / 12025 0 0 / 1 8 0 1 / 2 0 5 1 34 / 8 1 / 1 1 7 12 1 0 / 2 4 8 8 / 1 7 8 9 25 0 0 / 1 8 0 1 / 2 0 5 1 16 / 4 1 / 5 8 12 1 7 / 2 5 4 5 / 1 8 5 1 559 / 335 / 418 17 / 49 / 63 165 / 406 / 240 89 / 210 / 306 10 / 2 5 / 4 6 50 / 1 8 5 / 2 4 8 553 / 294 / 365 9 / 20 / 29 172 / 426 / 276 3 / 5 / 10 5 / 1 3 / 2 3 23 / 9 0 / 1 1 5 RIGHTIN / RIGHTOUT Le n d i r e Re a l i g n m e n t PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING GREY = UNANALYZED BLUE = PROPOSED ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. FIGURE102016 SCENARIO1 RECOMMENDED IMPROVEMENTS US 1 7 Middle Sound Loop Road TW L T L TW L T L Bo j a n g l e s ' A c c e s s ~4 0 0 ' Lendire Road 12 5 ' FULL FULL FULL 150' ~355' Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 ~4 0 0 ' ~450'~300' RIGHTIN / RIGHTOUT 200' 10 0 ' FU L L FU L L 100' PROJECT NUMBER 14-236 MIDDLE SOUND MARKET PLACE N SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING GREY = UNANALYZED BLUE = PROPOSED GREEN = PLANNEDASPART OFU-4751 ROADWAY LEGEND Thisdocument,togetherwiththeconceptsanddesignspresentedherein,isintendedonlyforthespecificpurposeandclientforwhichitwasprepared.Reuseof,orimproperrelianceon,thisdocumentbyotherswithoutwrittenauthorizationandadaptationbyDAVENPORTshallbewithoutliabilitytoDAVENPORTandshallbeaviolationoftheagreementbetweenDAVENPORTandtheclient. FIGURE92016 RECOMMENDED IMPROVEMENTS US 1 7 Bo j a n g l e s ' A c c e s s ~4 0 0 ' 12 5 ' FULL 150' ~355' Si t e A c c e s s 3 Si t e A c c e s s 4 Site Access 2 Site Access 1 ~4 0 0 ' ~4 0 0 ' ~520'~225' RIGHTIN / RIGHTOUT 50' Le n d i r e Re a l i g n m e n t 75' 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 20 Appendix A: Trip Generation 24 Hour Two-Way Land Use ITE Land Code Volume Enter Exit Enter Exit Enter Exit Retail82019.88 Th.Sq.Ft. GFA 2,376362297106159147 Retail8208.21 Th.Sq.Ft. GFA 1,337211354588983 Supermarket85045.6 Th.Sq.Ft. GLA 4,4449659222214294283 Fast Food Restaurant with Drive-Thru and No Seats* 9351.4 Th.Sq.Ft. GLA 630161832314039 8,787169112405409582552 -1,26200-51-56-64-60 -1,60000-80-7700 -542-14-16-27-26-33-32 -3,404-14-16-158-159-98-92 5,38315596247250484460 Saturday Peak Hour ITE Trip Generation Proposed Development at Middle Sound, New Hanover County, NC Total Unadjusted Trips * Data not available Saturday Peak Hour; therefore, Saturday value is estimated to be 25% larger than PM Peak Hour based upon comparison to ITE LUC 934 36% PM Pass-by Reduction for Supermarket 89% AM / 83% PM / 83% Sat. Pass-by Reduction for Fast Food Restaurant with Drive-Thru and No Seats Total Adjusted Trips AM Peak Hour Total Pass-by Reduction PM Peak Hour 34% PM / 26% Sat. Pass-by Reduction for Retail Size Average Weekday Driveway Volumes 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 21 Appendix B: Level of Service Reports HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM Existing Dionne C. Brown, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)3148281137191418 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)3164311263212720 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.80 vC, conflicting volume283110732147 vC1, stage 1 conf vol2137 vC2, stage 2 conf vol694 vCu, unblocked vol278710732147 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %952487 cM capacity (veh/h)74216248 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 168316326321418729 Volume Left 331 0000 Volume Right 164 000020 cSH2082481700170017001700 Volume to Capacity0.810.130.370.370.830.43 Queue Length 95th (ft)14511 0000 Control Delay (s)69.421.60.00.00.00.0 Lane LOSFC Approach Delay (s)69.40.5 0.0 Approach LOS F Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 69.5%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM 2016 No Build Dionne C. Brown, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)3151291160195218 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)3168321289216920 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.80 vC, conflicting volume288810942189 vC1, stage 1 conf vol2179 vC2, stage 2 conf vol709 vCu, unblocked vol286010942189 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %952086 cM capacity (veh/h)70209238 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 171326446441446743 Volume Left 332 0000 Volume Right 168 000020 cSH2012381700170017001700 Volume to Capacity0.850.140.380.380.850.44 Queue Length 95th (ft)15912 0000 Control Delay (s)78.822.40.00.00.00.0 Lane LOSFC Approach Delay (s)78.80.5 0.0 Approach LOS F Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 70.7%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)17681191199818 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)18491323222020 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.76 vC, conflicting volume290911202240 vC1, stage 1 conf vol2230 vC2, stage 2 conf vol679 vCu, unblocked vol288111202240 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %985896 cM capacity (veh/h)66201228 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 8696626621480760 Volume Left 190000 Volume Right 84 000020 cSH 1962281700170017001700 Volume to Capacity0.440.040.390.390.870.45 Queue Length 95th (ft)51 30000 Control Delay (s)37.021.50.00.00.00.0 Lane LOSEC Approach Delay (s)37.00.1 0.0 Approach LOS E Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 67.2%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)07601192199818 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)08401324222020 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type NoneTWLTL Median storage veh)2 Upstream signal (ft)402 pX, platoon unblocked0.79 vC, conflicting volume28927502240 vC1, stage 1 conf vol2230 vC2, stage 2 conf vol662 vCu, unblocked vol28637502240 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %10076100 cM capacity (veh/h)66354228 Direction, Lane #EB 1NB 1NB 2SB 1SB 2SB 3 Volume Total 84662662888888464 Volume Left 000000 Volume Right 84 000020 cSH 35417001700170017001700 Volume to Capacity0.240.390.390.520.520.27 Queue Length 95th (ft)23 00000 Control Delay (s)18.30.00.00.00.00.0 Lane LOSC Approach Delay (s)18.30.0 0.0 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 50.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM Existing Dionne C. Brown, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)16100812141148448 Sign Control Stop FreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)18111902379164953 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.23 vC, conflicting volume30458511702 vC1, stage 1 conf vol1676 vC2, stage 2 conf vol1369 vCu, unblocked vol31948511702 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %826376 cM capacity (veh/h)101303370 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 12990118911891099603 Volume Left 1890 0000 Volume Right 111 000053 cSH2383701700170017001700 Volume to Capacity0.540.240.700.700.650.35 Queue Length 95th (ft)7323 0000 Control Delay (s)36.717.80.00.00.00.0 Lane LOSEC Approach Delay (s)36.70.7 0.0 Approach LOS E Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 72.9%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM 2016 No Build Dionne C. Brown, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)16102832184151449 Sign Control Stop FreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)18113922427168254 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.21 vC, conflicting volume31078681737 vC1, stage 1 conf vol1709 vC2, stage 2 conf vol1398 vCu, unblocked vol35158681737 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %816274 cM capacity (veh/h)93295359 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 13192121312131121615 Volume Left 1892 0000 Volume Right 113 000054 cSH2283591700170017001700 Volume to Capacity0.570.260.710.710.660.36 Queue Length 95th (ft)8025 0000 Control Delay (s)40.018.50.00.00.00.0 Lane LOSEC Approach Delay (s)40.00.7 0.0 Approach LOS E Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 74.2%ICU Level of Service D Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 2 MovementEBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)451212271158849 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)457232523176454 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.32 vC, conflicting volume31009091819 vC1, stage 1 conf vol1792 vC2, stage 2 conf vol1308 vCu, unblocked vol33129091819 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %968093 cM capacity (veh/h)105277333 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 6123126212621176643 Volume Left 423 0000 Volume Right 57 000054 cSH 2483331700170017001700 Volume to Capacity0.250.070.740.740.690.38 Queue Length 95th (ft)24 60000 Control Delay (s)24.216.60.00.00.00.0 Lane LOSCC Approach Delay (s)24.20.2 0.0 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 72.8%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)05102275158849 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)05702528176454 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type NoneTWLTL Median storage veh)2 Upstream signal (ft)402 pX, platoon unblocked0.36 vC, conflicting volume30566151819 vC1, stage 1 conf vol1792 vC2, stage 2 conf vol1264 vCu, unblocked vol31546151819 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %10087100 cM capacity (veh/h)108434333 Direction, Lane #EB 1NB 1NB 2SB 1SB 2SB 3 Volume Total 5712641264706706407 Volume Left 000000 Volume Right 57 000054 cSH 43417001700170017001700 Volume to Capacity0.130.740.740.420.420.24 Queue Length 95th (ft)11 00000 Control Delay (s)14.50.00.00.00.00.0 Lane LOSB Approach Delay (s)14.50.0 0.0 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 66.2%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday Existing Dionne C. Brown, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)1296541606163553 Sign Control Stop FreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)13107601784181759 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.57 vC, conflicting volume28589381876 vC1, stage 1 conf vol1846 vC2, stage 2 conf vol1012 vCu, unblocked vol27519381876 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %876081 cM capacity (veh/h)104266317 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 120608928921211664 Volume Left 1360 0000 Volume Right 107 000059 cSH2273171700170017001700 Volume to Capacity0.530.190.520.520.710.39 Queue Length 95th (ft)7017 0000 Control Delay (s)37.519.00.00.00.00.0 Lane LOSEC Approach Delay (s)37.50.6 0.0 Approach LOS E Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 60.1%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday 2016 No Build Dionne C. Brown, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)1298551638166854 Sign Control Stop FreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)13109611820185360 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.54 vC, conflicting volume29169571913 vC1, stage 1 conf vol1883 vC2, stage 2 conf vol1032 vCu, unblocked vol28439571913 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %875880 cM capacity (veh/h)99258306 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 122619109101236678 Volume Left 1361 0000 Volume Right 109 000060 cSH2203061700170017001700 Volume to Capacity0.560.200.540.540.730.40 Queue Length 95th (ft)7518 0000 Control Delay (s)40.219.70.00.00.00.0 Lane LOSEC Approach Delay (s)40.20.6 0.0 Approach LOS E Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 61.2%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)349141785181354 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)354161983201460 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTLTWLTL Median storage veh)22 Upstream signal (ft)402 pX, platoon unblocked0.47 vC, conflicting volume306710372074 vC1, stage 1 conf vol2044 vC2, stage 2 conf vol1023 vCu, unblocked vol314310372074 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %967694 cM capacity (veh/h)82228265 Direction, Lane #EB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 58169929921343731 Volume Left 316 0000 Volume Right 54 000060 cSH 2072651700170017001700 Volume to Capacity0.280.060.580.580.790.43 Queue Length 95th (ft)27 50000 Control Delay (s)29.019.50.00.00.00.0 Lane LOSDC Approach Delay (s)29.00.2 0.0 Approach LOS D Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 61.8%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 100: Lendire Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 2 Movement EBLEBRNBLNBTSBTSBR Lane Configurations Volume (veh/h)04901785181354 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)05401983201460 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type NoneTWLTL Median storage veh)2 Upstream signal (ft)402 pX, platoon unblocked0.50 vC, conflicting volume30367012074 vC1, stage 1 conf vol2044 vC2, stage 2 conf vol992 vCu, unblocked vol30727012074 tC, single (s)6.86.94.1 tC, 2 stage (s)5.8 tF (s)3.53.32.2 p0 queue free %10086100 cM capacity (veh/h)82381265 Direction, Lane #EB 1NB 1NB 2SB 1SB 2SB 3 Volume Total 54992992806806463 Volume Left 000000 Volume Right 54 000060 cSH 38117001700170017001700 Volume to Capacity0.140.580.580.470.470.27 Queue Length 95th (ft)12 00000 Control Delay (s)16.00.00.00.00.00.0 Lane LOSC Approach Delay (s)16.00.0 0.0 Approach LOS C Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 52.7%ICU Level of Service A Analysis Period (min)15 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM Existing Dionne C. Brown, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)396244813671210599657196738 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.967 0.874 0.988 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343318010343316280177034970177035391583 Flt Permitted 0.950 0.950 0.041 0.149 Satd. Flow (perm)343318010343316280763497027835391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)4372498147413117710763218642 Shared Lane Traffic (%) Lane Group Flow (vph)4390498880131284063218642 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM Existing Dionne C. Brown, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)15.017.00.033.035.00.015.077.00.025.087.015.0 Total Split (%)9.9%11.2%0.0%21.7%23.0%0.0%9.9%50.7%0.0%16.4%57.2%9.9% Maximum Green (s)9.211.527.129.59.271.219.681.49.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)9.29.026.921.8109.5102.3111.5107.5120.3 Actuated g/C Ratio0.060.06 0.180.14 0.720.67 0.730.710.79 v/c Ratio 0.210.08 0.820.38 0.080.55 0.210.870.03 Control Delay 70.369.5 72.062.8 8.315.7 8.424.66.1 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 70.369.5 72.062.8 8.315.7 8.424.66.1 LOS EEEEABACA Approach Delay 70.1 70.6 15.6 23.8 Approach LOS E E B C Intersection Summary Area Type:Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 145 (95%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 28.4 Intersection LOS: C Intersection Capacity Utilization 80.5%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM 2016 No Build Dionne C. Brown, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)406245713681210809858200739 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.967 0.873 0.988 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343318010343316260177034970177035391583 Flt Permitted 0.950 0.950 0.040 0.149 Satd. Flow (perm)343318010343316260753497027835391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)4472508147613120010964223043 Shared Lane Traffic (%) Lane Group Flow (vph)4490508900131309064223043 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place AM 2016 No Build Dionne C. Brown, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)14.014.00.026.026.00.014.098.00.014.098.014.0 Total Split (%)9.2%9.2%0.0%17.1%17.1%0.0%9.2%64.5%0.0%9.2%64.5%9.2% Maximum Green (s)8.28.520.120.58.292.28.692.48.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)9.39.023.718.6112.8105.6114.5110.7123.5 Actuated g/C Ratio0.060.06 0.160.12 0.740.69 0.750.730.81 v/c Ratio 0.210.08 0.950.45 0.080.54 0.210.870.03 Control Delay 70.369.5 90.669.7 6.613.5 6.922.14.5 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 70.369.5 90.669.7 6.613.5 6.922.14.5 LOS EEFEABACA Approach Delay 70.2 87.4 13.4 21.4 Approach LOS E F B C Intersection Summary Area Type:Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 145 (95%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 28.7 Intersection LOS: C Intersection Capacity Utilization 81.8%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)4140764973280331078106108192839 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0150 125 Storage Lanes 1 02 00 01 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.902 0.893 0.987 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343316800343316630177034930177035391583 Flt Permitted 0.950 0.950 0.044 0.127 Satd. Flow (perm)343316800343316630823493023735391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)4644845523689371198118120214243 Shared Lane Traffic (%) Lane Group Flow (vph)46128055212503713160120214243 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptPerm Protected Phases 74 38 52 16 Permitted Phases 2 6 6 Detector Phase 74 38 52 166 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.012.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.023.0 Total Split (s)14.015.00.028.029.00.014.095.00.014.095.095.0 Total Split (%)9.2%9.9%0.0%18.4%19.1%0.0%9.2%62.5%0.0%9.2%62.5%62.5% Maximum Green (s)8.29.522.123.58.289.28.689.489.4 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.54.5 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.11.1 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.6 Lead/Lag LeadLagLeadLagLeadLagLeadLagLag Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.06.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.015.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.030.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxC-Max Act Effct Green (s)9.311.524.129.0101.092.0103.495.295.2 Actuated g/C Ratio0.060.08 0.160.19 0.660.61 0.680.630.63 v/c Ratio 0.221.01 1.010.39 0.240.62 0.460.970.04 Control Delay 70.4149.5104.459.7 11.520.7 13.540.412.1 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 70.4149.5104.459.7 11.520.7 13.540.412.1 LOS EFFEBCBDB Approach Delay 128.6 96.1 20.5 38.5 Approach LOS F F C D Intersection Summary Area Type:Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 45.2 Intersection LOS: D Intersection Capacity Utilization 90.0%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)4240764973280411070106108192839 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0350 125 Storage Lanes 1 00 10 10 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.951.001.000.951.00 Frt 0.902 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343316800343318631583177035391583177035391583 Flt Permitted 0.950 0.950 0.045 0.155 Satd. Flow (perm)343316800343318631583843539158328935391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)4744845523689461189118120214243 Shared Lane Traffic (%) Lane Group Flow (vph)4712805523689461189118120214243 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 121121121 Detector Template LeftThru LeftThruRightLeftThruRightLeftThruRight Leading Detector (ft)20100 201002020100202010020 Trailing Detector (ft)00 000000000 Detector 1 Position(ft)00 000000000 Detector 1 Size(ft)206 206202062020620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Queue (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Delay (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Protpm+ovpm+ptpm+ovpm+ptpm+ov Protected Phases 74 381523167 Permitted Phases 82 26 6 Detector Phase 74 381523167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.07.012.07.07.012.07.0 Minimum Split (s)14.014.0 14.023.014.014.023.014.014.023.014.0 Total Split (s)16.014.00.031.029.014.014.093.031.014.093.016.0 Total Split (%)10.5%9.2%0.0%20.4%19.1%9.2%9.2%61.2%20.4%9.2%61.2%10.5% Maximum Green (s)10.28.5 25.123.58.68.287.225.18.687.410.2 Yellow Time (s)3.03.8 3.03.83.03.04.53.03.04.53.0 All-Red Time (s)2.81.7 2.91.72.42.81.32.92.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.55.43.83.85.93.43.63.8 Lead/Lag LeadLagLeadLagLeadLeadLagLeadLeadLagLead Lead-Lag Optimize?YesYes YesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.0 2.02.02.02.06.02.02.06.02.0 Minimum Gap (s)3.03.0 3.03.03.03.03.03.03.03.03.0 Time Before Reduce (s)0.00.0 0.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.0 0.00.00.00.030.00.00.030.00.0 Recall Mode NoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)9.310.826.830.942.399.189.9118.5101.393.0106.0 Actuated g/C Ratio0.060.07 0.180.200.280.650.590.780.670.610.70 v/c Ratio 0.221.07 0.910.090.200.290.570.100.420.990.04 Control Delay 70.4165.9 81.752.544.815.520.54.212.846.38.1 Queue Delay 0.00.0 0.00.00.00.00.00.00.00.00.0 Total Delay 70.4165.9 81.752.544.815.520.54.212.846.38.1 LOS EFFDDBCABDA Approach Delay 140.2 75.3 18.9 43.9 Approach LOS F E B D Intersection Summary Area Type:Other Cycle Length: 152 Actuated Cycle Length: 152 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 44.8 Intersection LOS: D Intersection Capacity Utilization 90.0%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM Existing Dionne C. Brown, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)4016621874716213528394145535 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.958 0.870 0.982 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317850343316210177034760177035391583 Flt Permitted 0.950 0.950 0.128 0.017 Satd. Flow (perm)343317850343316210238347603235391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)44187242852182372314104161739 Shared Lane Traffic (%) Lane Group Flow (vph)442502426001826860104161739 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM Existing Dionne C. Brown, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)15.017.00.033.035.00.020.0234.00.020.0234.015.0 Total Split (%)4.9%5.6%0.0%10.9%11.5%0.0%6.6%77.0%0.0%6.6%77.0%4.9% Maximum Green (s)9.211.527.129.514.2228.214.6228.49.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)10.210.927.025.3245.4236.4257.8247.3261.1 Actuated g/C Ratio0.030.04 0.090.08 0.810.78 0.850.810.86 v/c Ratio 0.380.39 0.790.44 0.080.99 0.810.560.03 Control Delay 153.2159.9154.5141.2 5.447.9136.211.64.0 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 153.2159.9154.5141.2 5.447.9136.211.64.0 LOS FFFFADFBA Approach Delay 155.6 151.9 47.6 18.8 Approach LOS F F D B Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 145 (48%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 45.2 Intersection LOS: D Intersection Capacity Utilization 96.8%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM 2016 No Build Dionne C. Brown, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)4116622274816217828996148436 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.958 0.870 0.982 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317850343316210177034760177035391583 Flt Permitted 0.950 0.950 0.125 0.016 Satd. Flow (perm)343317850343316210233347603035391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)46187247853182420321107164940 Shared Lane Traffic (%) Lane Group Flow (vph)462502476101827410107164940 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place PM 2016 No Build Dionne C. Brown, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)14.014.00.026.026.00.014.0247.00.017.0250.014.0 Total Split (%)4.6%4.6%0.0%8.6%8.6%0.0%4.6%81.3%0.0%5.6%82.2%4.6% Maximum Green (s)8.28.520.120.58.2241.211.6244.48.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)9.89.922.520.2252.8243.8263.3252.9266.3 Actuated g/C Ratio0.030.03 0.070.07 0.830.80 0.870.830.88 v/c Ratio 0.410.42 0.970.56 0.080.98 0.920.560.03 Control Delay 155.6165.7183.9157.1 3.941.2157.89.53.0 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 155.6165.7183.9157.1 3.941.2157.89.53.0 LOS FFFFADFAA Approach Delay 159.1 178.6 40.9 18.2 Approach LOS F F D B Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 145 (48%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 42.9 Intersection LOS: D Intersection Capacity Utilization 98.2%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 3 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)3796413725789782166301217138636 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0150 125 Storage Lanes 1 02 00 01 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.955 0.908 0.982 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317790343316910177034760177035391583 Flt Permitted 0.950 0.950 0.133 0.019 Satd. Flow (perm)343317790343316910248347603535391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)41107464136399872407334241154040 Shared Lane Traffic (%) Lane Group Flow (vph)41153041316208727410241154040 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptPerm Protected Phases 74 38 52 16 Permitted Phases 2 6 6 Detector Phase 74 38 52 166 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 4 Lane GroupEBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.012.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.023.0 Total Split (s)14.026.00.035.047.00.014.0211.00.032.0229.0229.0 Total Split (%)4.6%8.6%0.0%11.5%15.5%0.0%4.6%69.4%0.0%10.5%75.3%75.3% Maximum Green (s)8.220.529.141.58.2205.226.6223.4223.4 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.54.5 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.11.1 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.6 Lead/Lag LeadLagLeadLagLeadLagLeadLagLag Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.06.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.015.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.030.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxC-Max Act Effct Green (s)9.722.531.144.0216.9207.2239.6225.9225.9 Actuated g/C Ratio0.030.07 0.100.14 0.710.68 0.790.740.74 v/c Ratio 0.371.16 1.180.66 0.391.16 1.260.590.03 Control Delay 153.8235.8210.4137.1 13.6119.1233.418.910.5 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 153.8235.8210.4137.1 13.6119.1233.418.910.5 LOS FFFFBFFBB Approach Delay 218.5 189.8 115.8 47.1 Approach LOS F F F D Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 104.2 Intersection LOS: F Intersection Capacity Utilization 113.0%ICU Level of Service H Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)4196413725789992145301217138636 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0350 125 Storage Lanes 1 00 10 10 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.951.001.000.951.00 Frt 0.955 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317790343318631583177035391583177035391583 Flt Permitted 0.950 0.950 0.128 0.020 Satd. Flow (perm)343317790343318631583238353915833735391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)461074641363991102383334241154040 Shared Lane Traffic (%) Lane Group Flow (vph)46153041363991102383334241154040 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 121121121 Detector Template LeftThru LeftThruRightLeftThruRightLeftThruRight Leading Detector (ft)20100 201002020100202010020 Trailing Detector (ft)00 000000000 Detector 1 Position(ft)00 000000000 Detector 1 Size(ft)206 206202062020620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Queue (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Delay (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Protpm+ovpm+ptpm+ovpm+ptpm+ov Protected Phases 74 381523167 Permitted Phases 82 26 6 Detector Phase 74 381523167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.07.012.07.07.012.07.0 Minimum Split (s)14.014.0 14.023.014.014.023.014.014.023.014.0 Total Split (s)14.023.00.045.054.037.017.0199.045.037.0219.014.0 Total Split (%)4.6%7.6%0.0%14.8%17.8%12.2%5.6%65.5%14.8%12.2%72.0%4.6% Maximum Green (s)8.217.539.148.531.611.2193.239.131.6213.48.2 Yellow Time (s)3.03.8 3.03.83.03.04.53.03.04.53.0 All-Red Time (s)2.81.7 2.91.72.42.81.32.92.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.55.43.83.85.93.43.63.8 Lead/Lag LeadLagLeadLagLeadLeadLagLeadLeadLagLead Lead-Lag Optimize?YesYes YesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.0 2.02.02.02.06.02.02.06.02.0 Minimum Gap (s)3.03.0 3.03.03.03.03.03.03.03.03.0 Time Before Reduce (s)0.00.0 0.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.0 0.00.00.00.030.00.00.030.00.0 Recall Mode NoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)9.820.739.950.986.0206.4195.2236.9232.6217.4230.8 Actuated g/C Ratio0.030.07 0.130.170.280.680.640.780.770.720.76 v/c Ratio 0.411.26 0.920.200.220.501.050.271.100.610.03 Control Delay 155.6263.2154.8111.285.219.484.79.9185.123.29.2 Queue Delay 0.00.0 0.00.00.00.00.00.00.00.00.0 Total Delay 155.6263.2154.8111.285.219.484.79.9185.123.29.2 LOS FFFFFBFAFCA Approach Delay 238.3 138.0 73.3 44.3 Approach LOS F F E D Intersection Summary Area Type:Other Cycle Length: 304 Actuated Cycle Length: 304 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 76.5 Intersection LOS: E Intersection Capacity Utilization 102.8%ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday Existing Dionne C. Brown, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)347922198615154014771162337 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.917 0.864 0.987 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317080343316090177034930177035391583 Flt Permitted 0.950 0.950 0.061 0.046 Satd. Flow (perm)343317080343316090114349308635391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)38810246109617171116379180341 Shared Lane Traffic (%) Lane Group Flow (vph)381802461060171874079180341 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday Existing Dionne C. Brown, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)15.017.00.038.040.00.020.057.00.020.057.015.0 Total Split (%)11.4%12.9%0.0%28.8%30.3%0.0%15.2%43.2%0.0%15.2%43.2%11.4% Maximum Green (s)9.211.5 32.134.5 14.251.2 14.651.49.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)9.19.220.415.795.187.998.493.8106.4 Actuated g/C Ratio0.070.07 0.150.12 0.720.67 0.750.710.81 v/c Ratio 0.160.15 0.460.55 0.090.81 0.420.720.03 Control Delay 59.660.6 53.865.3 6.922.2 21.816.24.9 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 59.660.6 53.865.3 6.922.2 21.816.24.9 LOS EEDEACCBA Approach Delay 59.9 57.3 22.1 16.2 Approach LOS E E C B Intersection Summary Area Type:Other Cycle Length: 132 Actuated Cycle Length: 132 Offset: 30 (23%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 76.1%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday 2016 No Build Dionne C. Brown, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)357922598815157115072165638 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 0375 0150 125 Storage Lanes 1 02 01 01 1 Taper Length (ft)100 25100 250 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.917 0.864 0.987 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317080343316090177034930177035391583 Flt Permitted 0.950 0.950 0.056 0.046 Satd. Flow (perm)343317080343316090104349308635391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)360 1043 1505 402 Travel Time (s)7.0 20.3 22.8 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)39810250109817174616780184042 Shared Lane Traffic (%) Lane Group Flow (vph)391802501080171913080184042 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptpm+ov Protected Phases 74 38 52 167 Permitted Phases 2 6 6 Detector Phase 74 38 52 167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 11/24/2014 14-236 Middle Sound Market Place Saturday 2016 No Build Dionne C. Brown, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.07.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.014.0 Total Split (s)14.018.00.019.023.00.014.081.00.014.081.014.0 Total Split (%)10.6%13.6%0.0%14.4%17.4%0.0%10.6%61.4%0.0%10.6%61.4%10.6% Maximum Green (s)8.212.5 13.117.5 8.275.2 8.675.48.2 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.53.0 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.8 Lead/Lag LeadLagLeadLagLeadLagLeadLagLead Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.02.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.00.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.00.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxNone Act Effct Green (s)9.110.619.015.694.885.898.193.8106.5 Actuated g/C Ratio0.070.08 0.140.12 0.720.65 0.740.710.81 v/c Ratio 0.160.13 0.510.57 0.090.84 0.430.730.03 Control Delay 59.657.4 56.466.3 6.823.9 23.316.64.8 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 59.657.4 56.466.3 6.823.9 23.316.64.8 LOS EEEEACCBA Approach Delay 58.9 59.4 23.8 16.6 Approach LOS E E C B Intersection Summary Area Type:Other Cycle Length: 132 Actuated Cycle Length: 132 Offset: 30 (23%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 23.9 Intersection LOS: C Intersection Capacity Utilization 77.1%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)3412448423101143561622174246157838 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0150 125 Storage Lanes 1 02 00 01 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.950.951.000.951.00 Frt 0.958 0.912 0.985 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317850343316990177034860177035391583 Flt Permitted 0.950 0.950 0.056 0.054 Satd. Flow (perm)3433178503433169901043486010135391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)3813853470112159621802193273175342 Shared Lane Traffic (%) Lane Group Flow (vph)38191047027106219950273175342 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 12 12 121 Detector Template LeftThru LeftThru LeftThru LeftThruRight Leading Detector (ft)20100 20100 20100 2010020 Trailing Detector (ft)00 00 00 000 Detector 1 Position(ft)00 00 00 000 Detector 1 Size(ft)206 206 206 20620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Queue (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 1 Delay (s)0.00.0 0.00.0 0.00.0 0.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Prot pm+pt pm+ptPerm Protected Phases 74 38 52 16 Permitted Phases 2 6 6 Detector Phase 74 38 52 166 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.012.07.012.012.0 Minimum Split (s)14.014.0 14.023.0 14.023.0 14.023.023.0 Total Split (s)14.017.00.021.024.00.014.076.00.018.080.080.0 Total Split (%)10.6%12.9%0.0%15.9%18.2%0.0%10.6%57.6%0.0%13.6%60.6%60.6% Maximum Green (s)8.211.5 15.118.5 8.270.2 12.674.474.4 Yellow Time (s)3.03.8 3.03.8 3.04.5 3.04.54.5 All-Red Time (s)2.81.7 2.91.7 2.81.3 2.41.11.1 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.54.03.83.84.03.43.63.6 Lead/Lag LeadLagLeadLagLeadLagLeadLagLag Lead-Lag Optimize?YesYes YesYes YesYes YesYesYes Vehicle Extension (s)2.02.0 2.02.0 2.06.0 2.06.06.0 Minimum Gap (s)3.03.0 3.03.0 3.03.0 3.03.03.0 Time Before Reduce (s)0.00.0 0.00.0 0.015.0 0.015.015.0 Time To Reduce (s)0.00.0 0.00.0 0.030.0 0.030.030.0 Recall Mode NoneNoneNoneNoneNoneC-MaxNoneC-MaxC-Max Act Effct Green (s)9.113.517.124.281.472.290.679.979.9 Actuated g/C Ratio0.070.10 0.130.18 0.620.55 0.690.610.61 v/c Ratio 0.161.04 1.060.87 0.341.05 1.070.820.04 Control Delay 59.6134.9112.680.3 16.963.8115.025.312.0 Queue Delay 0.00.0 0.00.0 0.00.0 0.00.00.0 Total Delay 59.6134.9112.680.3 16.963.8115.025.312.0 LOS EF FF BE FCB Approach Delay 122.4 100.7 62.3 36.9 Approach LOS F F E D Intersection Summary Area Type:Other Cycle Length: 132 Actuated Cycle Length: 132 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 60.3 Intersection LOS: E Intersection Capacity Utilization 98.9%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 3 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Lane Configurations Volume (vph)3712448423101143701608174246157838 Ideal Flow (vphpl)190019001900190019001900190019001900190019001900 Storage Length (ft)150 0250 100375 0350 125 Storage Lanes 1 00 10 10 1 Taper Length (ft)100 25100 1000 250 100 Lane Util. Factor 0.971.001.000.971.001.001.000.951.001.000.951.00 Frt 0.958 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)343317850343318631583177035391583177035391583 Flt Permitted 0.950 0.950 0.060 0.057 Satd. Flow (perm)3433178503433186315831123539158310635391583 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph)35354545 Link Distance (ft)379 565 426 402 Travel Time (s)7.4 11.0 6.5 6.1 Peak Hour Factor 0.900.900.900.900.900.900.900.900.900.900.900.90 Adj. Flow (vph)4113853470112159781787193273175342 Shared Lane Traffic (%) Lane Group Flow (vph)411910470112159781787193273175342 Enter Blocked IntersectionNoNoNoNoNoNoNoNoNoNoNoNo Lane AlignmentLeftLeftRightLeftLeftRightLeftLeftRightLeftLeftRight Median Width(ft)24 24 12 12 Link Offset(ft)0000 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.001.001.001.001.001.001.001.001.001.001.001.00 Turning Speed (mph)15 915 915 915 9 Number of Detectors 12 121121121 Detector Template LeftThru LeftThruRightLeftThruRightLeftThruRight Leading Detector (ft)20100 201002020100202010020 Trailing Detector (ft)00 000000000 Detector 1 Position(ft)00 000000000 Detector 1 Size(ft)206 206202062020620 Detector 1 Type Cl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+ExCl+Ex Detector 1 Channel Detector 1 Extend (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Queue (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 1 Delay (s)0.00.0 0.00.00.00.00.00.00.00.00.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 TypeCl+ExCl+ExCl+ExCl+Ex Detector 2 Channel Detector 2 Extend (s)0.00.00.00.0 Turn Type Prot Protpm+ovpm+ptpm+ovpm+ptpm+ov Protected Phases 74 381523167 Permitted Phases 82 26 6 Detector Phase 74 381523167 Lanes, Volumes, Timings 200: Middle Sound Loop Road & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 4 Lane Group EBLEBTEBRWBLWBTWBRNBLNBTNBRSBLSBTSBR Switch Phase Minimum Initial (s)7.07.07.07.07.07.012.07.07.012.07.0 Minimum Split (s)14.014.0 14.023.014.014.023.014.014.023.014.0 Total Split (s)14.014.00.027.027.019.014.072.027.019.077.014.0 Total Split (%)10.6%10.6%0.0%20.5%20.5%14.4%10.6%54.5%20.5%14.4%58.3%10.6% Maximum Green (s)8.28.5 21.121.513.68.266.221.113.671.48.2 Yellow Time (s)3.03.8 3.03.83.03.04.53.03.04.53.0 All-Red Time (s)2.81.7 2.91.72.42.81.32.92.41.12.8 Lost Time Adjust (s)-2.0-2.00.0-2.0-2.00.0-2.0-2.00.0-2.0-2.0-2.0 Total Lost Time (s)3.83.54.03.93.55.43.83.85.93.43.63.8 Lead/Lag LeadLagLeadLagLeadLeadLagLeadLeadLagLead Lead-Lag Optimize?YesYes YesYesYesYesYesYesYesYesYes Vehicle Extension (s)2.02.0 2.02.02.02.06.02.02.06.02.0 Minimum Gap (s)3.03.0 3.03.03.03.03.03.03.03.03.0 Time Before Reduce (s)0.00.0 0.00.00.00.015.00.00.015.00.0 Time To Reduce (s)0.00.0 0.00.00.00.030.00.00.030.00.0 Recall Mode NoneNoneNoneNoneNoneNoneC-MaxNoneNoneC-MaxNone Act Effct Green (s)9.111.522.127.144.277.668.292.187.676.889.5 Actuated g/C Ratio0.070.09 0.170.210.330.590.520.700.660.580.68 v/c Ratio 0.171.22 0.820.290.300.420.980.171.020.850.04 Control Delay 59.7194.3 65.448.335.622.247.77.299.428.98.1 Queue Delay 0.00.0 0.00.00.00.00.00.00.00.00.0 Total Delay 59.7194.3 65.448.335.622.247.77.299.428.98.1 LOS EFEDDCDAFCA Approach Delay 170.5 56.4 43.0 37.8 Approach LOS F E D D Intersection Summary Area Type:Other Cycle Length: 132 Actuated Cycle Length: 132 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 48.6 Intersection LOS: D Intersection Capacity Utilization 92.9%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 200: Middle Sound Loop Road & US 17 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 11/24/2014 14-236 Middle Sound Market Place AM Existing Dionne C. Brown, PE Page 6 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)63004700 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)70005200 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1400192140 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01400192140 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10095100100 cM capacity (veh/h)1623 7191085706719 Direction, Lane #WB 1NB 1 Volume Total 7052 Volume Left 700 Volume Right 052 cSH 16231085 Volume to Capacity0.040.05 Queue Length 95th (ft)34 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.8 Intersection Capacity Utilization 13.5%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 11/24/2014 14-236 Middle Sound Market Place AM 2016 No Build Dionne C. Brown, PE Page 6 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)64004800 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)71005300 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1420196142 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01420196142 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10095100100 cM capacity (veh/h)1623 7161085702716 Direction, Lane #WB 1NB 1 Volume Total 7153 Volume Left 710 Volume Right 053 cSH 16231085 Volume to Capacity0.040.05 Queue Length 95th (ft)34 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.8 Intersection Capacity Utilization 13.5%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 6 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)10906440048 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)12107144053 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked vC, conflicting volume 121 308121 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol121308121 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %95 10094 cM capacity (veh/h)1466 651930 Direction, Lane #EB 1WB 1NB 1 Volume Total 12111653 Volume Left 0710 Volume Right 0053 cSH 17001466930 Volume to Capacity0.070.050.06 Queue Length 95th (ft)045 Control Delay (s)0.04.89.1 Lane LOS AA Approach Delay (s)0.04.89.1 Approach LOS A Intersection Summary Average Delay 3.6 Intersection Capacity Utilization 22.3%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 6 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)11006448048 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)12207153053 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked vC, conflicting volume 122 318122 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol122318122 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %95 10094 cM capacity (veh/h)1465 643929 Direction, Lane #EB 1WB 1WB 2NB 1 Volume Total 122715353 Volume Left 07100 Volume Right 00053 cSH 170014651700929 Volume to Capacity0.070.050.030.06 Queue Length 95th (ft)0405 Control Delay (s)0.07.60.09.1 Lane LOS A A Approach Delay (s)0.04.3 9.1 Approach LOS A Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 20.2%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Existing Access 11/24/2014 14-236 Middle Sound Market Place PM Existing Dionne C. Brown, PE Page 6 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)58006200 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)64006900 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1290198129 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01290198129 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10094100100 cM capacity (veh/h)1623 7311085691731 Direction, Lane #WB 1NB 1 Volume Total 6469 Volume Left 640 Volume Right 069 cSH 16231085 Volume to Capacity0.040.06 Queue Length 95th (ft)35 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.9 Intersection Capacity Utilization 13.8%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Existing Access 11/24/2014 14-236 Middle Sound Market Place PM 2016 No Build Dionne C. Brown, PE Page 6 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)59006300 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)66007000 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1310201131 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01310201131 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10094100100 cM capacity (veh/h)1623 7291085687729 Direction, Lane #WB 1NB 1 Volume Total 6670 Volume Left 660 Volume Right 070 cSH 16231085 Volume to Capacity0.040.06 Queue Length 95th (ft)35 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.9 Intersection Capacity Utilization 13.9%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 6 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)112059112063 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)124066124070 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked0.99 vC, conflicting volume 124 380124 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol124367124 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %96 10092 cM capacity (veh/h)1462 598926 Direction, Lane #EB 1WB 1NB 1 Volume Total 12419070 Volume Left 0660 Volume Right 0070 cSH 17001462926 Volume to Capacity0.070.040.08 Queue Length 95th (ft)046 Control Delay (s)0.02.99.2 Lane LOS AA Approach Delay (s)0.02.99.2 Approach LOS A Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 26.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 6 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)116059133063 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)129066148070 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked0.98 vC, conflicting volume 129 408129 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol129382129 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %96 10092 cM capacity (veh/h)1457 579921 Direction, Lane #EB 1WB 1WB 2NB 1 Volume Total 1296614870 Volume Left 06600 Volume Right 00070 cSH 170014571700921 Volume to Capacity0.080.040.090.08 Queue Length 95th (ft)0406 Control Delay (s)0.07.60.09.2 Lane LOS A A Approach Delay (s)0.02.3 9.2 Approach LOS A Intersection Summary Average Delay 2.8 Intersection Capacity Utilization 20.5%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Existing Access 11/24/2014 14-236 Middle Sound Market Place Saturday Existing Dionne C. Brown, PE Page 6 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)61005000 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)68005600 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1360191136 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01360191136 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10095100100 cM capacity (veh/h)1623 7241085706724 Direction, Lane #WB 1NB 1 Volume Total 6856 Volume Left 680 Volume Right 056 cSH 16231085 Volume to Capacity0.040.05 Queue Length 95th (ft)34 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.8 Intersection Capacity Utilization 13.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Existing Access 11/24/2014 14-236 Middle Sound Market Place Saturday 2016 No Build Dionne C. Brown, PE Page 6 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)62005100 Sign Control Free Stop Stop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)69005700 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft)360 pX, platoon unblocked vC, conflicting volume0 1380194138 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol01380194138 tC, single (s)4.1 6.56.27.16.5 tC, 2 stage (s) tF (s)2.2 4.03.33.54.0 p0 queue free %96 10095100100 cM capacity (veh/h)1623 7211085701721 Direction, Lane #WB 1NB 1 Volume Total 6957 Volume Left 690 Volume Right 057 cSH 16231085 Volume to Capacity0.040.05 Queue Length 95th (ft)34 Control Delay (s)7.38.5 Lane LOS AA Approach Delay (s)7.38.5 Approach LOS A Intersection Summary Average Delay 7.9 Intersection Capacity Utilization 13.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 6 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)155062133051 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)172069148057 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked vC, conflicting volume 172 458172 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol172458172 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %95 10093 cM capacity (veh/h)1405 534871 Direction, Lane #EB 1WB 1NB 1 Volume Total 17221757 Volume Left 0690 Volume Right 0057 cSH 17001405871 Volume to Capacity0.100.050.07 Queue Length 95th (ft)045 Control Delay (s)0.02.79.4 Lane LOS AA Approach Delay (s)0.02.79.4 Approach LOS A Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 31.9%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 300: Middle Sound Loop Road & Bojangles' Access 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 6 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)158062147051 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)176069163057 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)379 pX, platoon unblocked0.98 vC, conflicting volume 176 477176 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol176455176 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %95 10093 cM capacity (veh/h)1401 524868 Direction, Lane #EB 1WB 1WB 2NB 1 Volume Total 1766916357 Volume Left 06900 Volume Right 00057 cSH 170014011700868 Volume to Capacity0.100.050.100.07 Queue Length 95th (ft)0405 Control Delay (s)0.07.70.09.4 Lane LOS A A Approach Delay (s)0.02.3 9.4 Approach LOS A Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 25.1%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 8 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)02412103402500 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)02713443802778 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.40 vC, conflicting volume2752691 1382 vC1, stage 1 conf vol1363 vC2, stage 2 conf vol1389 vCu, unblocked vol23816911382 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10093 100 cM capacity (veh/h)173387 492 Direction, Lane #WB 1NB 1NB 2SB 1SB 2 Volume Total 2789648613891389 Volume Left 00000 Volume Right 2703800 cSH 3871700170017001700 Volume to Capacity0.070.530.290.820.82 Queue Length 95th (ft)60000 Control Delay (s)15.00.00.00.00.0 Lane LOSB Approach Delay (s)15.00.0 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 72.4%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 8 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)02412103402500 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)02713443802778 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.41 vC, conflicting volume2752467 1382 vC1, stage 1 conf vol1363 vC2, stage 2 conf vol1389 vCu, unblocked vol23944671382 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10095 100 cM capacity (veh/h)174542 492 Direction, Lane #WB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 2753853830713891389 Volume Left 000000 Volume Right 27003800 cSH 54217001700170017001700 Volume to Capacity0.050.320.320.180.820.82 Queue Length 95th (ft)400000 Control Delay (s)12.00.00.00.00.00.0 Lane LOSB Approach Delay (s)12.00.0 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 72.4%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 8 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)09824888101801 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)010927649002001 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.79 vC, conflicting volume38101427 2854 vC1, stage 1 conf vol2809 vC2, stage 2 conf vol1001 vCu, unblocked vol402014272854 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10013 100 cM capacity (veh/h)31124 129 Direction, Lane #WB 1NB 1NB 2SB 1SB 2 Volume Total 1091843101110011001 Volume Left 00000 Volume Right 10909000 cSH1241700170017001700 Volume to Capacity0.871.080.590.590.59 Queue Length 95th (ft)137 0000 Control Delay (s)116.10.00.00.00.0 Lane LOS F Approach Delay (s)116.10.0 0.0 Approach LOS F Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 84.1%ICU Level of Service E Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 8 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)09824888101801 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)010927649002001 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.77 vC, conflicting volume3810966 2854 vC1, stage 1 conf vol2809 vC2, stage 2 conf vol1001 vCu, unblocked vol40489662854 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10057 100 cM capacity (veh/h)31254 129 Direction, Lane #WB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 1091106110664310011001 Volume Left 000000 Volume Right 109009000 cSH25417001700170017001700 Volume to Capacity0.430.650.650.380.590.59 Queue Length 95th (ft)51 00000 Control Delay (s)29.40.00.00.00.00.0 Lane LOSD Approach Delay (s)29.40.0 0.0 Approach LOS D Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 62.6%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 8 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0120178911702051 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0133198813002279 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.56 vC, conflicting volume31921059 2118 vC1, stage 1 conf vol2053 vC2, stage 2 conf vol1139 vCu, unblocked vol334210592118 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10040 100 cM capacity (veh/h)81221 254 Direction, Lane #WB 1NB 1NB 2SB 1SB 2 Volume Total 133132579311391139 Volume Left 00000 Volume Right 133013000 cSH2211700170017001700 Volume to Capacity0.600.780.470.670.67 Queue Length 95th (ft)87 0000 Control Delay (s)43.50.00.00.00.0 Lane LOSE Approach Delay (s)43.50.0 0.0 Approach LOS E Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 67.3%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 400: Site Access 1 & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 8 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0120178911702051 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0133198813002279 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)833 pX, platoon unblocked0.54 vC, conflicting volume3192728 2118 vC1, stage 1 conf vol2053 vC2, stage 2 conf vol1139 vCu, unblocked vol33567282118 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %10064 100 cM capacity (veh/h)81366 254 Direction, Lane #WB 1NB 1NB 2NB 3SB 1SB 2 Volume Total 13379579552811391139 Volume Left 000000 Volume Right 1330013000 cSH36617001700170017001700 Volume to Capacity0.360.470.470.310.670.67 Queue Length 95th (ft)41 00000 Control Delay (s)20.40.00.00.00.00.0 Lane LOSC Approach Delay (s)20.40.0 0.0 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 60.0%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 10 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0012171602500 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0013521802778 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.40 vC, conflicting volume2750460 1370 vC1, stage 1 conf vol1361 vC2, stage 2 conf vol1389 vCu, unblocked vol23704601370 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)173548 497 Direction, Lane #NB 1NB 2NB 3SB 1SB 2 Volume Total 54154128813891389 Volume Left 00000 Volume Right 001800 cSH 17001700170017001700 Volume to Capacity0.320.320.170.820.82 Queue Length 95th (ft)00000 Control Delay (s)0.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 72.4%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 10 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0012171602500 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0013521802778 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.41 vC, conflicting volume2750347 1370 vC1, stage 1 conf vol1361 vC2, stage 2 conf vol1389 vCu, unblocked vol23853471370 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)174649 497 Direction, Lane #NB 1NB 2NB 3NB 4SB 1SB 2 Volume Total 38638638621113891389 Volume Left 000000 Volume Right 0001800 cSH 170017001700170017001700 Volume to Capacity0.230.230.230.120.820.82 Queue Length 95th (ft)000000 Control Delay (s)0.00.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 72.4%ICU Level of Service C Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 10 MovementWBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0025454101801 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0028284602001 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.80 vC, conflicting volume3851965 2873 vC1, stage 1 conf vol2851 vC2, stage 2 conf vol1001 vCu, unblocked vol40679652873 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)29255 127 Direction, Lane #NB 1NB 2NB 3SB 1SB 2 Volume Total 1131113161110011001 Volume Left 00000 Volume Right 004600 cSH 17001700170017001700 Volume to Capacity0.670.670.360.590.59 Queue Length 95th (ft)00000 Control Delay (s)0.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 53.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 10 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0025454101801 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0028284602001 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.78 vC, conflicting volume3851730 2873 vC1, stage 1 conf vol2851 vC2, stage 2 conf vol1001 vCu, unblocked vol40977302873 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)29365 127 Direction, Lane #NB 1NB 2NB 3NB 4SB 1SB 2 Volume Total 80880880845010011001 Volume Left 000000 Volume Right 0004600 cSH 170017001700170017001700 Volume to Capacity0.480.480.480.260.590.59 Queue Length 95th (ft)000000 Control Delay (s)0.00.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 53.1%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 10 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0018515802051 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0020576402279 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.58 vC, conflicting volume3228718 2121 vC1, stage 1 conf vol2089 vC2, stage 2 conf vol1139 vCu, unblocked vol33967182121 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)78372 254 Direction, Lane #NB 1NB 2NB 3SB 1SB 2 Volume Total 82382347611391139 Volume Left 00000 Volume Right 006400 cSH 17001700170017001700 Volume to Capacity0.480.480.280.670.67 Queue Length 95th (ft)00000 Control Delay (s)0.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 60.0%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 500: Site Access 2 & US 17 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 10 Movement WBLWBRNBTNBRSBLSBT Lane Configurations Volume (veh/h)0018515802051 Sign ControlStopFreeFree Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)0020576402279 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh)2 2 Upstream signal (ft)426 pX, platoon unblocked0.55 vC, conflicting volume3228546 2121 vC1, stage 1 conf vol2089 vC2, stage 2 conf vol1139 vCu, unblocked vol34125462121 tC, single (s)6.86.9 4.1 tC, 2 stage (s)5.8 tF (s)3.53.3 2.2 p0 queue free %100100 100 cM capacity (veh/h)78481 254 Direction, Lane #NB 1NB 2NB 3NB 4SB 1SB 2 Volume Total 58858858835811391139 Volume Left 000000 Volume Right 0006400 cSH 170017001700170017001700 Volume to Capacity0.350.350.350.210.670.67 Queue Length 95th (ft)000000 Control Delay (s)0.00.00.00.00.00.0 Lane LOS Approach Delay (s)0.0 0.0 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 60.0%ICU Level of Service B Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 12 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)16589175595010 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)18399196215611 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)565 pX, platoon unblocked0.990.990.99 vC, conflicting volume 282 892233 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol273887223 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %99 8299 cM capacity (veh/h)1281 308810 Direction, Lane #EB 1WB 1NB 1NB 2 Volume Total 2826405611 Volume Left 019560 Volume Right 990011 cSH 17001281308810 Volume to Capacity0.170.010.180.01 Queue Length 95th (ft)01161 Control Delay (s)0.00.419.39.5 Lane LOS ACA Approach Delay (s)0.00.417.6 Approach LOS C Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 53.1%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 12 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)16589175595010 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)18399196215611 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh)2 Upstream signal (ft)565 pX, platoon unblocked vC, conflicting volume 282 842183 vC1, stage 1 conf vol 183 vC2, stage 2 conf vol 659 vCu, unblocked vol 282 842183 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %99 8899 cM capacity (veh/h)1280 481859 Direction, Lane #EB 1EB 2WB 1WB 2NB 1NB 2 Volume Total 18399196215611 Volume Left 00190560 Volume Right 09900011 cSH 1700170012801700481859 Volume to Capacity0.110.060.010.370.120.01 Queue Length 95th (ft)0010101 Control Delay (s)0.00.07.90.013.59.2 Lane LOS A BA Approach Delay (s)0.0 0.2 12.8 Approach LOS B Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 39.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 12 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)4062104933518525 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)4512335437220628 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)565 pX, platoon unblocked0.900.900.90 vC, conflicting volume 6841049568 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol594999464 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %94 1095 cM capacity (veh/h)884 228538 Direction, Lane #EB 1WB 1NB 1NB 2 Volume Total 68442720628 Volume Left 0542060 Volume Right 2330028 cSH1700884228538 Volume to Capacity0.400.060.900.05 Queue Length 95th (ft)051874 Control Delay (s)0.01.881.712.1 Lane LOS AFB Approach Delay (s)0.01.873.4 Approach LOS F Intersection Summary Average Delay 13.3 Intersection Capacity Utilization 74.8%ICU Level of Service D Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 12 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)4062104933518525 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)4512335437220628 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh)2 Upstream signal (ft)565 pX, platoon unblocked0.950.950.95 vC, conflicting volume 684 932451 vC1, stage 1 conf vol 451 vC2, stage 2 conf vol 481 vCu, unblocked vol 640 901394 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %94 5896 cM capacity (veh/h)895 487621 Direction, Lane #EB 1EB 2WB 1WB 2NB 1NB 2 Volume Total 4512335437220628 Volume Left 005402060 Volume Right 023300028 cSH 170017008951700487621 Volume to Capacity0.270.140.060.220.420.04 Queue Length 95th (ft)0050524 Control Delay (s)0.00.09.30.017.711.1 Lane LOS A CB Approach Delay (s)0.0 1.2 16.9 Approach LOS C Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 45.0%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 12 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)2403066341824846 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)2673407046427651 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)565 pX, platoon unblocked0.870.870.87 vC, conflicting volume 6071041437 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol471972275 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %93 092 cM capacity (veh/h)947 225663 Direction, Lane #EB 1WB 1NB 1NB 2 Volume Total 60753427651 Volume Left 0702760 Volume Right 3400051 cSH1700947225663 Volume to Capacity0.360.071.220.08 Queue Length 95th (ft)063446 Control Delay (s)0.02.0177.410.9 Lane LOS AFB Approach Delay (s)0.02.0151.4 Approach LOS F Intersection Summary Average Delay 34.4 Intersection Capacity Utilization 80.6%ICU Level of Service D Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 600: Middle Sound Loop Road & Site Access 3 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 12 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)2403066341824846 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)2673407046427651 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh)2 Upstream signal (ft)565 pX, platoon unblocked vC, conflicting volume 607 871267 vC1, stage 1 conf vol 267 vC2, stage 2 conf vol 604 vCu, unblocked vol 607 871267 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %93 4193 cM capacity (veh/h)972 471772 Direction, Lane #EB 1EB 2WB 1WB 2NB 1NB 2 Volume Total 2673407046427651 Volume Left 007002760 Volume Right 034000051 cSH 170017009721700471772 Volume to Capacity0.160.200.070.270.590.07 Queue Length 95th (ft)0060925 Control Delay (s)0.00.09.00.022.910.0 Lane LOS A CA Approach Delay (s)0.0 1.2 20.9 Approach LOS C Intersection Summary Average Delay 5.1 Intersection Capacity Utilization 42.4%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build Trent M Moody, PE Page 14 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)17239553235 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)191310614266 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)803 pX, platoon unblocked vC, conflicting volume 194 827193 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol194827193 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %99 9299 cM capacity (veh/h)1379 339849 Direction, Lane #EB 1WB 1NB 1 Volume Total 19462431 Volume Left 01026 Volume Right 306 cSH 17001379380 Volume to Capacity0.110.010.08 Queue Length 95th (ft)017 Control Delay (s)0.00.215.3 Lane LOS AC Approach Delay (s)0.00.215.3 Approach LOS C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 46.3%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 14 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)17239553235 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)191310614266 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh)2 Upstream signal (ft)803 pX, platoon unblocked vC, conflicting volume 194 827193 vC1, stage 1 conf vol 193 vC2, stage 2 conf vol 634 vCu, unblocked vol 194 827193 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %99 9599 cM capacity (veh/h)1379 495849 Direction, Lane #EB 1WB 1NB 1 Volume Total 19462431 Volume Left 01026 Volume Right 306 cSH 17001379535 Volume to Capacity0.110.010.06 Queue Length 95th (ft)015 Control Delay (s)0.00.212.1 Lane LOS AB Approach Delay (s)0.00.212.1 Approach LOS B Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 46.3%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build Trent M Moody, PE Page 14 MovementEBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)4265202949013 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)47362232710014 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)803 pX, platoon unblocked1.001.001.00 vC, conflicting volume 479 847476 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol476846474 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %98 6998 cM capacity (veh/h)1083 325589 Direction, Lane #EB 1WB 1NB 1 Volume Total 479349114 Volume Left 022100 Volume Right 6014 cSH 17001083345 Volume to Capacity0.280.020.33 Queue Length 95th (ft)0236 Control Delay (s)0.00.720.5 Lane LOS AC Approach Delay (s)0.00.720.5 Approach LOS C Intersection Summary Average Delay 2.8 Intersection Capacity Utilization 44.3%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 14 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)4265202949013 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)47362232710014 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh)2 Upstream signal (ft)803 pX, platoon unblocked0.970.970.97 vC, conflicting volume 479 847476 vC1, stage 1 conf vol 476 vC2, stage 2 conf vol 371 vCu, unblocked vol 448 828446 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %98 8198 cM capacity (veh/h)1080 530595 Direction, Lane #EB 1WB 1NB 1 Volume Total 479349114 Volume Left 022100 Volume Right 6014 cSH 17001080537 Volume to Capacity0.280.020.21 Queue Length 95th (ft)0220 Control Delay (s)0.00.713.5 Lane LOS AB Approach Delay (s)0.00.713.5 Approach LOS B Intersection Summary Average Delay 1.9 Intersection Capacity Utilization 44.3%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build Trent M Moody, PE Page 14 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)276102936511523 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)307113240612826 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft)803 pX, platoon unblocked vC, conflicting volume 318 782312 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol318782312 tC, single (s)4.1 6.46.2 tC, 2 stage (s) tF (s)2.2 3.53.3 p0 queue free %97 6496 cM capacity (veh/h)1242 353728 Direction, Lane #EB 1WB 1NB 1 Volume Total 318438153 Volume Left 032128 Volume Right 11026 cSH 17001242387 Volume to Capacity0.190.030.40 Queue Length 95th (ft)0246 Control Delay (s)0.00.820.3 Lane LOS AC Approach Delay (s)0.00.820.3 Approach LOS C Intersection Summary Average Delay 3.8 Intersection Capacity Utilization 53.7%ICU Level of Service A Analysis Period (min)15 HCM Unsignalized Intersection Capacity Analysis 700: Middle Sound Loop Road & Site Access 4 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 14 Movement EBTEBRWBLWBTNBLNBR Lane Configurations Volume (veh/h)276102936511523 Sign Control Free FreeStop Grade 0%0%0% Peak Hour Factor 0.900.900.900.900.900.90 Hourly flow rate (vph)307113240612826 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh)2 Upstream signal (ft)803 pX, platoon unblocked vC, conflicting volume 318 782312 vC1, stage 1 conf vol 312 vC2, stage 2 conf vol 470 vCu, unblocked vol 318 782312 tC, single (s)4.1 6.46.2 tC, 2 stage (s)5.4 tF (s)2.2 3.53.3 p0 queue free %97 7796 cM capacity (veh/h)1242 545728 Direction, Lane #EB 1WB 1NB 1 Volume Total 318438153 Volume Left 032128 Volume Right 11026 cSH 17001242569 Volume to Capacity0.190.030.27 Queue Length 95th (ft)0227 Control Delay (s)0.00.813.7 Lane LOS AB Approach Delay (s)0.00.813.7 Approach LOS B Intersection Summary Average Delay 2.7 Intersection Capacity Utilization 53.7%ICU Level of Service A Analysis Period (min)15 5/31/15 14-236 Technical Memorandum – Middle Sound Marketplace New Hanover Co., NC 22 Appendix C: Supporting Documentation Queuing and Blocking Report 6/1/2015 14-236 Middle Sound Market Place AM 2016 Build + Imp Trent M Moody, PE Page 1 Intersection: 200: Middle Sound Loop Road & US 17 Movement EBEBEBWBWBWBWBNBNBNBSBSB Directions Served LLTRLLTRLTTLT Maximum Queue (ft)6865322479473679290308343113424 Average Queue (ft)201622928329221293218920458383 95th Queue (ft)4945393420416528071274297104462 Link Distance (ft)301301482482482 338338338336336 Upstream Blk Time (%)3800 0 14 Queuing Penalty (veh)3000 1 94 Storage Bay Dist (ft)150 100 Storage Blk Time (%)0 Queuing Penalty (veh)0 Intersection: 200: Middle Sound Loop Road & US 17 Movement SBSB Directions Served TR Maximum Queue (ft)418225 Average Queue (ft)38715 95th Queue (ft)45687 Link Distance (ft)336 Upstream Blk Time (%)15 Queuing Penalty (veh)104 Storage Bay Dist (ft)125 Storage Blk Time (%)28 Queuing Penalty (veh)11 Queuing and Blocking Report 5/31/2015 14-236 Middle Sound Market Place PM 2016 Build + Imp Trent M Moody, PE Page 1 Intersection: 200: Middle Sound Loop Road & US 17 Movement EBEBEBWBWBWBWBNBNBNBNBSB Directions Served LLTRLLTRLTTRL Maximum Queue (ft)4968305544452195198159448440204422 Average Queue (ft)112129429930766455730931352370 95th Queue (ft)3750333470468140135121570577170478 Link Distance (ft)301301482482482 338338338338336 Upstream Blk Time (%)790 2628 50 Queuing Penalty (veh)711 167176 272 Storage Bay Dist (ft)150 100 Storage Blk Time (%)116 Queuing Penalty (veh)104 Intersection: 200: Middle Sound Loop Road & US 17 Movement SBSBSB Directions Served TTR Maximum Queue (ft)40740751 Average Queue (ft)2282308 95th Queue (ft)51651932 Link Distance (ft)336336 Upstream Blk Time (%)89 Queuing Penalty (veh)4651 Storage Bay Dist (ft)125 Storage Blk Time (%)21 Queuing Penalty (veh)7 Queuing and Blocking Report 5/31/2015 14-236 Middle Sound Market Place Saturday 2016 Build + Imp Trent M Moody, PE Page 1 Intersection: 200: Middle Sound Loop Road & US 17 Movement EBEBEBWBWBWBWBNBNBNBNBSB Directions Served LLTRLLTRLTTRL Maximum Queue (ft)494631224126321920090412436137407 Average Queue (ft)131030115917260543940040912355 95th Queue (ft)38303172392541311497443643370492 Link Distance (ft)301301482482482 338338338338336 Upstream Blk Time (%)79 1823 55 Queuing Penalty (veh)83 84108 341 Storage Bay Dist (ft)150 100 Storage Blk Time (%)34 Queuing Penalty (veh)44 Intersection: 200: Middle Sound Loop Road & US 17 Movement SBSBSB Directions Served TTR Maximum Queue (ft)455407225 Average Queue (ft)33435429 95th Queue (ft)454449137 Link Distance (ft)336336 Upstream Blk Time (%)68 Queuing Penalty (veh)3751 Storage Bay Dist (ft)125 Storage Blk Time (%)26 Queuing Penalty (veh)10