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HomeMy WebLinkAbout1645 Ellington Road (16)TOWN OF SOUTH WINDSOR, CONNECTICU7- PLANNING AND ZONING COMMISSION APPLICATION FORM App. No. 5'U j -3 b Date Received: IMPORTANT! Action or Public Hearing By:Planning and Engineering Department staffrrequire14daystodetermineapplicationReceiptMo. completeness. To ensure receipt of a complete application by PZC, it is strongly recommended that the application be submitted 14 days prior to the Regular Meeting at which it will be received. APPLICANT: The Cornerstone Companies ADDRESS: 231 Farmington Ave. , Farmington, CTTELEPHONE: 674-8007 OWNER OF RECORD ON LAND RECORDS: Stariley & Florence Waldron ADDRESS: 859-861 Clark St. , S. Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Bounded on the north by Ellington Pd, on the west by Clark ,St, on the south by Deming St, & on the east by 048fiEland RC NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Earl Phillips Cohen, Channin & Phillips 363 Main St. , Hartford, CT 06106 TELEPHONE: THIS APPLICATION IS FOR: (Check one of the following) 1. Zone Change to public hearing required) 2. Subdivision 3. Open Space Subdivision (public hearing required) 4. Resubdivision (public hearing required) 5 . Special Exception to Article public hearing required) XX 6. Site Plan of Development 7 . Earth Filling (Section 10 ) and/or Earth Removal (Section 9 ) public hearing required) 8 . General Plan of Development 9 . Regulation Amendment: Zoning Subdivision 10 . Other (explain in detail) THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH SIX SETS OF THE MAPS (7 if public hearing is required) AND OTHER DOCUMENTS (see page 2) Applican I P Owner 1/14/8 7 see reverse side) TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM This application is complete and ready for Planning & Zoning Commission receipt only upon submission of all required documentation, including, but not necessarily limited to, the following items. Not all items are required with every application. See applicable sections of the South Windsor zoning and subdivision regulations for specific requirements. APPLICATION CHECKLIST XX 1. Key Map XX 2. Architectural Elevations/Floor Plans XX 3. Completed application form (in triplicate) XX 4. Required fees XX 5. Zone Change, Site Plan, Subdivision, Open Space Improve- ment, and/or General Plan of Development maps, in accordance with regulations. (Six sets - seven if public hearing required) XX 6. Plans & Profiles/Drainage Calculations XX 7. Conservation Plan XX 8. Landscaping Plan XX 9 . Traffic Engineering Report i xx 10 . Narrative Statement XX 11. Sanitary Report xx 12. Copy of agreement to purchase land (if not the owner) 13. Other ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY APPLICATION TO THE COMMISSION. CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. 1/14/87 wi TRAFFIC IMPACT STUDY THE CORNERSTONE COMPANIES SOUTH WINDSOR, CONNECTICUT MARCH 24, 1987 Fuss & O'Neill , Inc. 210 Main Street Manchester, Connecticut 06040 86-484 O FUSS&O'NBL.L consulting engineers March 24, 1987 Ms. Marcia Banach Town Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: The Cornerstone Companies Dear Ms . Banach: We are pleased to submit the enclosed Traffic Study for the above referenced development. As documented in the report, our study concludes there will be minimal traffic impact on the surrounding roadway network as a result of the development. If you have any questions during your review of the study, please call at any time. Very truly yours, OWL William D. O'Neill , P. E. Stephen F. Mitchell , P.E. President Director of Traffic Section WDO:SFM:gp Enclosure 86-484 5 . 5 cc: Mr. Richard Korris 210 MAIN STREET / MANCHESTER, CONN. 06040 / TELEPHONE (203)646-2469 SOLID WASTE MANAGEMENT•WASTE WATER SYSTEMS•EROSION CONTROL•WATER SYSTEMS•HYDROLOGY and DRAINAGE SYSTEMS•SITE PLANNING HIGHWAYS and BRIDGES SURVEYING•LANDSCAPE ARCHITECTURE•TRANSPORTATION and TRAFFIC•PUBLIC WORKS MANAGEMENT•HYDROGEOLOGY TABLE OF CONTENTS PAGE A. INTRODUCTION 1 B. EXISTING CONDITIONS 1 C. BACKGROUND TRAFFIC 2 D. SITE GENERATED TRAFFIC 4 E. ANALYSES AND RECOMMENDED IMPROVEMENTS 5 F. CONCLUSIONS 13 APPENDIX A - TABLES 1. HOURLY TRIP GENERATION RATES AND VOLUMES 2. TRAFFIC VOLUMES 3. LEVEL OF SERVICE SUMMARY APPENDIX B - FIGURES SITE LOCATION PLAN 2 TRAFFIC MOVEMENTS 3A 1988 EXTERNAL A.M. PEAK HOUR TRAFFIC VOLUMES 3B 1988 EXTERNAL P.M. PEAK HOUR TRAFFIC VOLUMES 3C 1988 EXTERNAL SATURDAY PEAK HOUR TRAFFIC VOLUMES 4A ARRIVAL/DEPARTURE PLAN-OFFICE GENERATED TRAFFIC 4B ARRIVAL/DEPARTURE PLAN-RETAIL GENERATED TRAFFIC 5A A.M. PEAK HOUR-OFFICE GENERATED TRAFFIC 5B P.M. PEAK HOUR-OFFICE GENERATED TRAFFIC 5C SATURDAY PEAK HOUR-OFFICE GENERATED TRAFFIC 6A A.M. PEAK HOUR-RETAIL GENERATED TRAFFIC 6B P.M. PEAK HOUR-RETAIL GENERATED TRAFFIC 6C SATURDAY PEAK HOUR-RETAIL GENERATED TRAFFIC 7A A.M. PEAK HOUR-TOTAL GENERATED TRAFFIC 7B P.M. PEAK HOUR-TOTAL GENERATED TRAFFIC 7C SATURDAY PEAK HOUR-TOTAL GENERATED TRAFFIC 8A 1988 COMBINED A.M. PEAK HOUR TRAFFIC VOLUMES 8B 1988 COMBINED P.M. PEAK HOUR TRAFFIC VOLUMES 8C 1988 COMBINED SATURDAY PEAK HOUR TRAFFIC VOLUMES 9 ROADWAY PLAN APPENDIX C - A.M. CAPACITY ANALYSIS WORKSHEETS APPENDIX D - P.M. CAPACITY ANALYSIS WORKSHEETS APPENDIX E - SATURDAY CAPACITY ANALYSIS WORKSHEETS A. INTRODUCTION The Cornerstone Companies has proposed the construction of a retail/office facility on the south side of Route 30 in the Town of South Windsor, Connecticut. The site, shown in Figure No. 1 , consists of approximately 15.42 acres , and 384 parking spaces will be provided. Fuss & O'Neill , Inc. has been retained to study the traffic impact of the proposed development. This report has been prepared to document the findings of the study and is being submitted to the Town of South Windsor as part of the Application for Site Plan Approval . It will also be submitted to the State Traffic Commission (STC) for Certification as a Major Traffic Generator under State Statute 14-311 . B. EXISTING CONDITIONS The 15.42 acre site is located approximately 850 feet west of the Wapping Five Corner intersection on the south side of Connecticut Route 30 (Ellington Road) . Route 30, in the vicinity of the site , is a through route consisting of one travel lane in each direction with a total width of approximately 30 feet. The posted speed limit in the vicinity of the site is 40 miles per hour. i Clark Street, which borders the site to the west, intersects Route 30 at an unsignalized "T" intersection. Clark Street is a local road consisting of one travel lane in each direction with a total varying width of approximately 21 feet. C. BACKGROUND TRAFFIC In order to determine the impact of the proposed development on adjacent street traffic, the intersections in the vicinity of the site were counted by representatives of Fuss & O'Neill in February and March, 1987 to supplement previously gathered data from Fuss & O'Neill 's files. Turning movement intersection counts were conducted during the weekday morning, weekday afternoon, and Saturday peak hours at the following intersections : a. Buckland Road and Deming Street b. Clark Street and Deming Street C. Clark Street and Route 30 d. Pierce Road and Route 30 e. Pierce Road and Route 194 f. Sandhill Road, and Route 194 g. Wapping Five Corners After verifying the counts by comparing them to available Connecticut Department of Transportation data, the counts were balanced and projected to the 1988 design year using a 1 1/ percent per year growth factor to account for general growth 2 V in the area. Traffic generated by several approved (but not yet operational ) developments in the vicinity of the site was then added to this background traffic to accurately project background growth, producing the 1988 External Traffic Volumes. The traffic for the following developments was added: 1. Buckland Hills Development 2. Lakewood Condominiums 3. Brentwood Condominiums 4. Heartland/Rickel' s Home Center 5. Economy Electric 6. J.C. Penney m L` 7. Town Shopping Center The external traffic volu es are shown in Figure Nos. 3A, 3B, and 3C of Appendix B. These figures represent "External Traffic," which is design year traffic which does not have the site as its origin or destination. The greatest traffic impact on the roadway network will occur during the A.M. and P.M. peak hours , the periods when "home to work" and "work to home" trips are at their highest level , and during the Saturday peak hour, the period when shopper trips are at their highest level . The traffic counts indicate that the A.M. peak hour is 7 :00 to 8 :00 A.M. , the P.M. peak hour is 4: 30 to 5: 30 P.M. , and the Saturday peak hour is 11 : 30 A.M. to 12: 30 P.M. 3 - D. SITE GENERATED TRAFFIC Estimates of the amount of traffic generated by the proposed development were made using the Institute of Transportation Engineers (ITE) "Trip Generation Manual , " published in 1982. This manual, which is a compilation of trip generation rates for similar facilities, gives hourly trip generation rates HTGR's) for entering and exiting traffic during the A.M. peak hour, the P.M. peak hour, and the Saturday peak hour, as well as daily generated traffic. These hourly trip generation rates and daily generation rates are given in terms of vehicles generated per thousand square feet for retail and office developments. When multiplied by the number of square feet proposed, the HTGR's yield the number of vehicles which can be expected to enter and exit the site during the peak hours and on a daily basis. These factors and the generation rates are summarized in Table Nos. lA through lE "Trip Generation Rates and volumes" of Appendix A. Table No. 2 of Appendix A is a computer generated table which shows all the traffic movements at all analyzed intersections. The movements are keyed to Figure No. 2 "Traffic Movements" of Appendix B and existing , projected , and combined design year traffic volumes are presented in this table . Regional arrival/departure distributions to and from both the proposed office and retail development, as shown in Figure Nos. 4A and 4B, were derived from existing traffic patterns, 4 - which indicate an approximate directional split of 20 percent toward the north, 25 percent toward the south, 40 percent toward the east, and 15 percent toward the west. Approximately 20% of the site-oriented retail traffic will actually be "diverted traffic" which was already on the roadway network. These are vehicles which were passing by the site and "diverted" their trip into the site. Using these arrival/departure patterns, site generated and diverted traffic was added to the roadway system with the results shown in Figure Nos. 5A-C, 6A-C, and 7A-C. These volumes were then added to the external traffic volumes to yield the 1988 Combined Peak Hour Traffic Volumes shown in Figure Nos . 8A, 8B, and 8C. E. ANALYSES AND RECOMMENDED IMPROVEMENTS 1. Intersection Capacity Analyses In discussing capacity analysis , two terms are used to discuss the operating condition of the road or intersection. The volume to capacity ratio (v/c) is a ratio of the volume of traffic using an intersection to the total capacity of the intersection: the maximum number of vehicles that can utilize the intersection during an hour. The v/c ratio can be used to describe the percentage of capacity utilized by a single intersection movement, a combination of movements , an entire intersection approach, or the intersection as a whole. 5 - As the v/c ratio approaches 1 , the intersection nears capacity and it may become impossible to accommodate all the vehicles attempting to travel through the intersection. Level of Service is a measure of the delay experienced by vehicles stopped at the intersection. Level of Service is rated on a scale from A to F. with A describing a condition of very low delay and F describing a condition where delays will exceed 60 seconds per vehicle. Delay is defined as a measure of driver discomfort, frustration, fuel consumption, and lost travel time. Therefore, intersections with longer delay times are less acceptable to most drivers. Level of Service is generally used to describe the operation (based on delay time) of both signalized and unsignalized intersections, while v/c ratio is applied to signalized capacity analyses only. These definitions of v/c ratio and level of service , and the methodology for conducting signalized and unsignalized intersection capacity analyses are taken from the "1985 Highway Capacity Manual" (Special Report No. 209) , published by the Transportation Research Board in 1985. The results summarized in Table No. 3) of the intersection capacity analyses are as follows : 6 - a. Buckland Road and Deming Street Analyses indicate that acceptable levels of service will be provided on Deming Street for through and turning movements during the A.M. , P.M. , and Saturday peak hours. Left turning traffic from Deming Street onto Buckland Road will experience fairly long delays during each of the peak hours, although the addition of site generated traffic will cause no appreciable change in the delays experienced by the Deming Street traffic at this intersection. b. Clark Street and Deming Street Analyses of the 1988 External Traffic Volume Conditions indicate that a Level of Service A will exist for all peak hours at this intersection. The introduction of site generated traffic will cause no change in the level of service provided during any of the peak hours. C. Clark Street and Route 30 Capacity analyses indicate that acceptable levels of service will be experienced by Route 30 traffic during all peak hours at this intersection. Left turning traffic from Clark Street onto Route 30 will experience fairly long delays during the A.M. and P.M. peak hours, and moderate delays during the 7 - Saturday peak hour. The addition of site generated traffic will have little effect on the delays to turning traffic from Clark Street. Clark Street currently has a triangular island in the center of the intersection, allowing channelized right turns and left turns in both directions at this intersection. This represents a potential for confusion and side-swipe accidents as traffic merges or diverges on either side of the island. To further complicate matters , a utility pole is located in the center of the island which could be easily struck by motorists travelling in either direction on Clark Street, or turning from Route 30. Improvements are, therefore, recommended at Clark Street to improve the geometrics at this intersection and to remove the dangerous object from the island. The roadway plan which accompanies this study (Figure No. 9) shows the revised layout for Clark Street , and provides for a 12 foot exclusive left turn lane from Route 30 , a 15 foot lane for traffic entering Clark Street , and 8 - separate left and right turn lanes for traffic approaching Route 30. The triangular island has been removed , and the pole has been relocated. This should greatly reduce the chance of severe accidents at this intersection. d. Pierce Road and Route 30 Capacity analyses indicate that acceptable levels of service will be experienced by Route 30 traffic during all peak hours at this intersection. Right and left turning traffic from Pierce Road onto Route 30 will experience fairly long delays during the A.M. and P.M. peak hours , and moderate delays during the Saturday peak hour. The addition of site generated traffic will have little effect on the delays to turning traffic from Pierce Road. e. Pierce Road and Route 194 (Sullivan Avenue) This intersection, which has recently been reconstructed, will operate at acceptable levels of service during all peak hours. All movements are within calculated capacity. The introduction of site generated traffic will cause no appreciable change in the level of service provided or the percent of capacity utilized . 9 - f. Sandhill Road and Route 194 (Sullivan Avenue) Capacity analyses at this recently-reconstructed intersection indicate that acceptable levels of service will be provided for all movements during all peak hours. All volumes are well within calculated capacities. The additional traffic generated by the development of this site will cause no detrimental impact on the levels of service or capacities at this intersection. g. Wapping Five Corners The continued development in the vicinity of the Wapping Five Corners has resulted in this intersection exceeding capacity during all peak hours. Long delays are experienced by most movements at this intersection, and these delays are expected to continue as developed areas intensify. The traffic generated by this site will not substantially increase the delays experienced by any of the approaches to this intersection. However, the delays experienced by certain movements will be quite long during each of the peak hours. Several State improvement projects have been proposed to help alleviate the congested conditions at this intersection. At the present time, three 10 - proj cts are proposed to be constructed under the Interstate Trade-In Funding Program. However, the funding for these projects can no longer be guaranteed. We have encouraged the Town of South Windsor to use whatever means are possible to encourage the continuance of the funding for these State projects. h. Clark Street and Site Driveway Capacity analyses indicate that a Level of Service A" will be experienced at this driveway by all movements during all peak hours. i . Route 30 and Site Driveway Capacity analyses indicate that acceptable levels of service will be provided for through and turning movements along Route 30 at the site driveway, and that fairly long delays will be experienced by traffic exiting the site driveway, especially left turning traffic, during certain peak hours. In order to minimize delays, the driveway has been proposed to be constructed as shown on the accompanying roadway plan ( Figure No. 9) . This will afford a left turn lane for traffic entering the site, a right turn lane for traffic entering the site, and left and right turn lanes for traffic exiting the site. The proposed improvements have been tied into the improvements proposed by the developer of the adjacent parcel . A continuous improved section has, therefore, been provided across both site frontages. 2. Site Distance Considerations Site distances at both proposed driveway locations have been checked for conformance with current Connecticut Department of Transportation guidelines. At the present time, no site distance obstructions exist. The site driveways to Route 30 and Clark Street will be constructed to provide site distances in accordance with minimum Department of Transportation guidelines, which call for 505 feet in each direction on Route 30 and 310 feet in each direction on Clark Street. 3. Accident Investigation Accident records for the past three years, in the vicinity of the site, were obtained from the State of Connecticut Department of Transportation in order to determine any significant incident of accidents in the vicinity of the site. Within the time frame studied , no significant accident patterns were observed . Therefore , the addition of site generated traffic should not cause any appreciable change in the accident frequencies . 12 - F. CONCLUSIONS Based on the foregoing analyses, it is the professional opinion of Fuss & O'Neill , Inc. that the introduction of traffic generated by the proposed development will not disrupt the continuity of traffic flow on the adjacent roadway system, and that roadway conditions will be sufficient to provide safe and efficient travel for the traffic in the area. The improvements outlined on the attached Roadway Improvement Plans should be implemented to assure the safe operation of these intersections. A minimal change in the level of service and v/c ratios provided at the intersections surrounding the site will result from the introduction of site generated traffic. Q - 86-484 5. 5 13 - APPENDIX A TABLE NO. lA Hourly Trip Generation Rates and Volumes THE CORNERSTONE COMPANIES South Windsor, Connecticut 28,000 S.F. Office ITE Land Use Code 711 ) A.M. PEAK HOUR P.M. PEAK HOUR SAT. PEAK HOUR HTGR TOTAL HTGR TOTAL HTGR TOTAL Enter 2. 13 60 0. 40 11 0. 24 7 Exit 0.37 10 2.42 68 0. 24 7 Total 2. 50 70 2.82 79 0. 48 14 Hourly Trip Generation Rate Average Weekday Vehicle Trip Ends ( 17. 7) = 496 Saturday Vehicle Trip Ends ( 2.4) = 67 86-484 5. 5 TABLE NO. 1B Hourly Trip Generation Rates and Volumes THE CORNERSTONE COMPANIES South Windsor, Connecticut 44,200 S.F. Retail ITE Land Use Code 820/821-Interpolated) A.M. PEAK HOUR P.M. PEAK HOUR SAT. PEAK HOUR HTGR TOTAL HTGR TOTAL HTGR TOTAL Enter 1.49 66 6. 23 275 6.04 267 Exit 1. 31 58 6.61 292 6. 29 278 Total 2.80 124 12. 84 567 12. 33 545 Hourly Trip Generation Rate Average Weekday Vehicle Trip Ends ( 109. 3) = 4831 Saturday Vehicle Trip Ends ( 107.0) = 4729 86-484 5. 5 TABLE NO. 1 C Hourly Trip Generation Rates and Volumes THE CORNERSTONE COMPANIES South Windsor, Connecticut 41000 S.F. - Restaurant ITE Land Use Code 832) A.M. PEAK HOUR P.M. PEAK HOUR SAT. PEAK HOUR HTGR TOTAL HTGR TOTAL HTGR TOTAL Enter 0.0 0 10.16 41 6.47 26 Exit 0. 0 0 5. 54 22 3. 53 14 Total 0.0 0 15.70 63 10.00 40 Hourly Trip Generation Rate Average Weekday Vehicle Trip Ends ( 164.4) = 658 86-484 5. 5 TABLE NO. 1D Hourly Trip Generation Rates and Volumes THE CORNERSTONE COMPANIES South Windsor, Connecticut 2,000 S.F. - Drive-In Bank ITE Land Use Code 912) A.M. PEAK HOUR P.M. PEAK HOUR SAT. PEAK HOUR HTGR TOTAL HTGR TOTAL HTGR TOTAL Enter 4. 91 10 14.00 28 14. 00 28 Exit 0. 49 1 15. 10 30 15. 10 30 Total 5. 40 11 29. 10 58 29. 10 58 Hourly Trip Generation Rate Average Weekday Vehicle • Trip Ends ( 192.0) = 384 86-484 5 . 5 TABLE NO. lE Hourly Trip Generation Rates and Volumes RETAIL" SUMMARY A.M. GENERATED DIVERTED TOTAL USE ENTER EXIT ENTER EXIT ENTER EXIT Retail 53 46 13 12 66 58Restaurant000000Bank81201011 Total 61 47 15 12 76 69 P.M. GENERATED DIVERTED TOTAL USE ENTER EXIT ENTER EXIT ENTER EXIT Retail 220 233 55 59 275 292 Restaurant 33 18 8 4 41 22 Bank 22 24 6 6 28 30 Total 275 275 69 69 344 344 SATURDAY GENERATED DIVERTED TOTAL USE ENTER EXIT ENTER EXIT ENTER EXIT Retail 214 223 53 55 267 278 Restaurant 21 11 5 3 26 14 Bank 22 24 6 6 28 30 Total 257 258 64 64 321 322 This use follows the retail Arrival/Departure Plan (Figure 4B) . 86-484 5. 5 TABLE NO. 2 CORNERSTONE DESIGN YEAR = 1988 SOUTH WINDSOR, CONNECTICUT STUDY YEAR = 1967 GROWTH RATE = 1.50 GROWTH FACT = 1.015 N--------------------------N---------------------N-----------------------"-----r-Nrr------rr-NN-r----Nor--rN-------------r----r-r----t ff A.M PEAK HOUR ff ff ff f ENTER s 60 f ENTER • 61 f ENTER s 15 f ff ff f ff f EXIT a 10 EXIT ae 47 f f EXIT s 12 f ff ff fff ----------------------r-------N----------—---N------------N-N-------—---------------------—N-----------------N-rr-----N-------N-------N—r----H f ff 1987 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL ff 1988 ff f TRAFFIC ff EXISTING f DEVELOP-f EXTERNALf------N-----+------------f--------------------------f GENERATED f------------r--------------f DIVERTED ff COMBINEDff f MOVEMENTff TRAFFIC f MENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f S VOL + S VOL f X VOL + S VOL f VOLUME f S VOL + S VOL f VOLUME ff ff f --------ff ------------------------------------------------------------------------------------------------------------------------------------------------------ff f 1 ff 70 f 0 f 71 f 15 9 + 0 0 f 15 9 + 0 0 f 18 f 0 0 + 0 0 f 0 ff 89 ff f 2 ff 340 f 83 f 428 f 0 0 + 0 O f 5 3 + 0 0 f 3 f 0 0 + 0 0 f 0 ff 431 ff f 3 ff 9 f Of 9f 0 0 + 0 Of 0, 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 9ff f 4 ff 419 f 83 f 508 f 15 9 + 0 0 f 20 12 + 0 0 f 21 f 0 0 + 0 0 f 0 ff 529 ff f 5 ff 25 f 0 f 25 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 25 ff f 6 ff 36 f 0 f 37 f 5 3 + 0 0 f 0 0 + 0 0 f 3 f 0 0 + 0 0 f 0 ff 40 ff f 7 ff 20 f 0 f 20 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 20 ff f 8 ff 81 f Of 82f 5 3 + 0 Of 0 0 + 0 Of 3 f 0 0 + 0 Of 0 if 85ff f 9 ff 7 f Of 7f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 7ff f 10 ff 703 f 53 f 767 f 0 0 + 0 0 f 0 0 + 5 2 f 2 f -5 -1 + 5 1 f 0 ff 769 ff f 11 ff 1 f Of i f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 1 ff f 12 ff 711 f 53 f 775 f 0 0 + 0 0 f 0 0 + 5 2 f 2 f -5 -1 + 5 1 f 0 ff 777 ff f 13 ff 2 f Of 2f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 2ff f 14 ff 0 f Of Of 0 0 + 5 if 0 0 + 0 Of 1 f 0 0 + 0 Of 0 ff I f 15 ff 29 f Of 29f 0 0 + 15 2f 0 0 + 15 1f 9 f 0 0 + 0 Of 0 ff 38ff f 16 ff 31 f 0 f 31 f 0 0 + 20 2 f 0 0 + 15 7 f 9 f 0 0 + 0 0 f 0 f# 41 ff f 17 ff 37 f 0 f 38 f 5 3 + 0 0 f 5 3 + 0 0 f 6 f 0 0 + 0 0 f 0 ff 44 ff f 18 ff 3 f Of 3f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 3ff f 19 ff 40 f 0 f 41 f 5 3 + 0 0 f 5 3 + 0 0 # 6 f 0 0 + 0 0 f 0 ff 47 ff f 20 ff 15 f 0 f 15 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 15 ff f 21 ff 92 f 0 f 93 f 20 12 + 0 0 f 15 9 + 0 0 f 21 f 0 0 + 0 0 f 0 ff 115 ff f 22 ff 107 f 0 f 109 f 20 12 + 0 0 f 15 9 + 0 0 f 21 f 0 0 + 0 0 f 0 ff 130 ff f 23 ff 28 f 0 f 28 f 0 0 + 20 2 f 0 0 + 15 7 f 9 f 0 0 + 0 0 f 0 ff 37 ff f 24 ff 48 f 0 f 49 f 0 0 + 5 1 f 0 0 + 5 2 f 3 f 0 0 + 0 0 f 0 ff 52 ff f 25 ff 76 f 0 f 77 f 0 0 + 25 3 f . 0 0 + 20 9 f 12 f 0 0 + 0 0 f 0 ff 89 ff f---------------------------------------------------NM--------NN-----------------------------------------------------------------M-M---M-------N---N------ff F 6 0 PROJECT NO. 86-484 I I I I I I I I I I I I I I I I N--N--N-N-NMI-N-------N---}t l ff A.N PEAK Hit ff YN-N---NNN-N-N-NN----------N--M-------N-------N--------1-----------N-----N-----M-NN-Y-NNN-----N-N--------N-- f ff 1997 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL to 1988 } f TRAFFIC it EXISTING f DEVELOP-f EXTERNAL+----------N--+------------f--------------+------------f GENERATED f--------------------------f DIVERTED to COMBINED## MOVEMENT## TRAFFIC f VENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC to TRAFFIC it f ff f TRAFFIC f f s VOL + B VOL f S VOL + s VOL f VOLNNE f s VOL + D VOL f VOLUME to to f --------ff ------------------------NN-N----Y-N-----N------------------------------N-N----NN--------------------N--------------------------------------ff, f 26 it 129 f 0 f 131 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 to 131 to f 27 to 0 f 0 f 0 f 25 15 + 0 0 f 20 12 + 0 0 f 27 f 0 0 + 0 0 f 0 to 27 to f 28 to 129 f 0 f 131 f 25 15 + 0 0 f 20 12 + 0 0 f 27 f 0 0 + 0 0 f 0 to 158 to f 29 to 0 f 0 f 0 f 0 0 + 25 3 f 0 0 + 20 9 f 12 f 0 0 + 0 0 f 0 to 12 to f 30 it 0 f Of Of 0 0 + 75 8f 0 0 + 5 2f 10 f 0 0 + 0 Of 0 to 10 to f 31 ff 0 f 0 f 0 f 0 0 + 100 10 f 0 0 + 25 12 f 22 f 0 0 + 0 0 f 0 to 22 to f 32 it 0 f 0 f 0 f 75 45 + 0 0 f 5 3 + 0 0 f 48 f 0 0 + 0 0 f 0 if 48 to f 33 to 76 f 0 f 77 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 to 77 to f 34 ff 76 f 0 f 77 f 75 45 + 0 0 f 5 3 + 0 0 f 48 f 0 0 + 0 0 f 0 to 125 to f 35 it 108 f 0 f 110 f 0 0. + 25 3 f 0 0 + 5 2 f 5 f 0 0 + 0 0 f 0 to 114 to f 36 to 21 f 0 f 21 f 0 0 + 50 5 f 0 0 + 0 0 f 5 f 0 0 + 0 0 f 0 if 26 it f 37 it 129 f 0 f 131 f 0 0 + 75 8 f 0 0 + 5 2 f 10 f 0 0 + 0 0 f 0 if 141 if f 38 it 30 f 0 f 30 f 50 30 + 0 0 f 0 0 + 0 0 f 30 f 0 0 + 0 0 f 0 if 60 to f 39 ff 660 f 44 f 714 f 0 0 + 0 0 f 0 0 + 25 12 f 12 f -50 -8 + 55 7 f -1 to 725 to f 40 to 690 f 44 f 744 f 50 30 + 0 0 f 0 0 + 25 12 f 42 f -50 -8 + 55 7 f -1 to 785 to f 41 to 212 f 70 f 295 f 0 0 + 0 0 f 25 15 + 0 0 f 15 f 5 1 + 0 0 f i if 301 ff, f 42 ff 46 f 0 f 47 f 25 15 + 0 0 f 5 3 + 0 0 f 18 f 0 0 + 0 0 # 0 to 65 to f 43 it 258 f 70 f 332 f 25 15 + 0 0 f 30 18 + 0 0 f 33 f 5 1 + 0 0 f i to 366 it, f 44 to 743 f 44 f 7" f 0 0 + 10 1 f 0 0 + 20 9 f 10 f -50 -8 + 50 6 f -2 to 007 if f 45 ff 17 f 0 f 17 f 0 0 + 15 2 f 0 0 + 10 5 f 6 f 0 0 + 5 1 f 1 to 24 to f 46 it 760 f 44 f 815 f 0 0 + 25 3 f 0 0 + 30 14 f 17 f -50 -8 + 55 7 f -1 if 931 if f 47 it 25 f 0 f 25 f 15 9 + 0 0 f 10 6 + 0 0 f 15 f 0 0 + 0 0 f 0 to 40 ff f 48 if 275 f 0 f 279 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 to 279 to f 49 it 300 f 0 f 305 f 15 9 + 0 0 f 10 6 + 0 0 f 15 f 0 0 + 0 0 f 0 to 320 to f 50 ff 05 f 0 f 86 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -5 -1 + 0 0 f -1 to 86 to f 51 ff 245 f 70 f 319 f 10 6 + 0 0 f 20 12 + 0 0 f 18 f 5 1 + 0 0 f 1 it 330 ff f 52 ff 330 f 70 f 405 f 10 6 + 0 0 f 20 12 + 0 0 f 18 f 0 0 + 0 0 f 0 to 423 to f 53 it 218 f 0 f 221 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 to 221 it f 54 ff 568 f 0 f 577 f 0 0 + 10 1 f 0 0 + 10 5 f 6 f -10 -2 + 10 1 f 0 to 582 to f 55 to 786 f 0 } 796 f 0 0 + 10 1 f 0 0 + 10 5 f 6 f -10 -2 + 10 1 f 0 to 603 to f 56 to 452 f 28 f 487 f 10 6 + 0 0 f 10 6 + 0 0 f 12 f 0 0 + 0 0 f 0 to 499 to f 57 if 210 f Of 213f 15 9 + 0 Of 10 6 + 0 Of 15 f 0 0 + 0 Of 0 to 228ff f 58 to 662 f 28 f 700 f 25 15 + 0 0 f 20 12 + 0 0 f 27 f 0 0 + 0 0 f 0 to 727 it f 59 it 55 f 0 f 56 f 0 0 + 15 2 f 0 0 + 10 5 f 6 f -5 -1 + 5 1 f 0 it 62 if f 60 it 66 f 0 f 69 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 it 69 to f 61 if 123 f 0 f 125 f 0 0 + 15 2 f - 0 0 + 10 5 f 6 f -5 -1 + 5 1 f 1 0 to 131 to f---------------------------NN--------------------------------------------------------------------------------N--------N--------N-MNN---Y--N-------------ff F 10 PROJECT NO. 86-484 l-!!!-lNMI--INMIMM-NN-INMNlI--N-----------------------M-!l-MI-NN-!!lINNN!lMI---NI-!!lINMN!--------N--lNl-------------} ff U PEAK HOUR ff NNIM-NM!!Ml-I---N--NNll---l-N-N-I-M-MMMM--N---I--N-lI-N-NMN!!N-lI--NM-lI-----N-------t ff 1987 f OTHER f 1908 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL ff 1988 ff f TRAFFIC ff EXISTING f DEVELOP-f EXTERNALf-------------+------------ GENERATED f---------------------------f DIVERTED ft COMHINEDff f MOVEMENT#* TRAFFIC f NENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f f VOL + S VOL f s VOL + S VOL f VOLUNE f S VOL + X VOL f VOLUNE ff ff f --------ff -----------------------NM--I-N---NN---I--N-N-------------N--------N--N------------------ll-------------------N------1----------------------ff f 62 ff 486 f 0 f 493 f 0 0 + 10 1 f 0 0 + 10 5 f 6 f -10 -2 + 10 1 f 0 ff 499 ff f 63 ff 64 f Of 65f 0 0 + 5 1 f 0 0 + 5 2f 3 f 0 0 + 0 Of 0 ff 68ff f 64 ff 550 f 0 f 550 f 0 0 + 15 2 f 0 0 + 15 7 f 9 f -10 -2 + 10 1 f 0 ff 567 ff f 65 ff 130 f 4 f 136 f 5 3 + 0 0 f 5 3 + 0 0 f 6 f 0 0 + 0 0 f 0 ff 142 ff f 66 ff 300 f 0 f 303 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 305 ff f 67 ff 430 f 4 f 440 f 5 3 + 0 0 f 5 3 + 0 0 f 6 f 0 0 + 0 0 f 0 ff 447 ff f 68 ff 98 f 0 f 99 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 99 ff f 69 ff 422 f 28 f 456 f 10 6 + 0 0 f 10 6 + 0 0 f 12 f 0 0 + 0 0 f 0 ff 468 ff f 70 ff 520 f 28 f 556 f 10 6 + 0 0 f 10 6 + 0 0 f 12 f 0 0 + 0 0 f 0 if 568 ff f 71 ff 12 f 26 f 38 f 0 0 + 0 0 f 5 3 + 0 0 f 3 f 0 0 + 0 0 f 0 ff 41 f# f 72 ff 279 f 38 f 321 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 321 ff f 73 ff 57 f 15 f 73 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 73 ff f 74 ff B f 4f 12f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 12ff f 75 ff 356 f B3 f 444 f 0 0 + 0 0 f 5 3 + 0 0 f 3 f 0 0 + 0 0 f 0 ff 447 ff f 76 ff 25 f if 26f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 26ff f 77 ff 415 f 74 f 495 f 20 12 + 0 0 f 20 12 + 0 0 f 24 f 10 2 + 0 0 f 2 ff 521 ff f 78 ff 267 f 0 f 271 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -10 -2 + 0 0 f -2 if 270 ff f 79 ff 15 f Of 15f 0 0 + 0 Of 0 0 ,+ 0 Of 0 f 0 0 + 0 Of 0 ff 15ff f 80 ff 722 f 75 f 008 f 20 12 + 0 0 f 20 12 + 0 0 f 24 f 0 0 + 0 0 f 0 ff 832 ff f 81 ff 6 f 2f 8f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 8ff f 82 ff 270 f 9 f 283 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 283 ff f 63 ff 235 f 38 f 277 f 15 9 + 0 0 f 10 6 + 0 0 f 15 f 0 0 + 0 0 f 0 ff 292 ff f 84 ff 0 f Of Of 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff Off f 85 ff 511 f 49 f 568 f 15 9 + 0 0 f 10 6 + 0 0 f 15 f 0 0 + 0 0 f 0 ff 583 ff f 86 ff 2 f Of 2f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 2ff f 67 ff 171 f 2 f 176 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 176 ff f Be ff 359 f 27 f 391 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -5 -1 + 0 0 f -1 ff 391 ff f 89 ff 0 f Of Of 0 0 + 0 Of 0 0 + 0 Of 0 f 5 1 + 0 Of 1 ff 1ff f 90 ff 532 f 29 f 569 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 569 ff f 91 ff 14 f I f 15f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 15ff 92 ff 47 f 24 f 72 f 0 0 + 15 2 f 0 0 + 10 5 f 6 f 0 0 + 0 0 f 0 ff 76 ff f 93 ff 115 f 50 f 167 f 0 0 + 20 2 f 0 0 + 20 9 f 11 f -30 -5 + 30 4 f -1 ff 177 ff f 94 ff 39 f 16f 56f 0 0 + 0 0 f 0 0 + 5 2f 2 f 0 0 + 0 0 f 0 #f 58ff f 95 ff 215 f 91 f 309 f 0 0 + 35 4 f 0 0 + 35 16 f 20 f -30 -5 + 30 4 f -1 ff 328 ff N------l-lN!lMMM-!!-Nl--NlNlN-MI-IN-----------------1--------N-------N--N---------------------------------------N-----N---N--N------ff F 6 0 PROJECT NO. 66-484 N---------- N-------MM-NN---M---N----M--M--MN-----N-NNMY-NN-NM----N-----N--N--NM-----------f} f ff A.M PEAK HOUR f1fjN-NNM M------------------- ----------ff f 1987 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC } TOTAL ff 1908 +} f TRAFFIC ff EXISTING f DEVELOP-f EXTERNAL;---------------------------f--------------+------------f GENERATED f---------------------------# DIVERTED ff CONBINEDff f NIOVENENTff TRAFFIC f VENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f Z VOL + S VOL f I VOL + S VOL f VOLUME f f VOL + S VOL f VOLIDIE ff ff f --------ff ---------------------------------------------------------------------------------------ff f 96 it 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 25 12 f 12 f 0 0 + 55 7 f 7 ff 18 ff f 97 ff 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 50 24 f 24 f 0 0 + 45 5 f 5 ff 29 ff f 98 ff 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 75 35 f 35 f 0 0 + 100 12 f 12 ff 47 ff f 99 ff 0 f Of Of 0 0 + 0 Of 50 31 + 0 Of 31 f 65 10 + 0 Of 10 ff 40ff f 100 ff 690 f 44 f 744 f 50 30 + 0 0 f 0 0 + 0 0 f 30 f -50 -8 + 0 0 f -8 ff 767 ff f 101 ff 690 f 44 f 744 f 50 30 + 0 0 f 50 31 + 0 0 f 61 f 15 2 + 0 0 f 2 ff 607 ff f 102 ff 233 f 70 f 306 f 0 0 + 50 S f 0 0 + 0 0 f 5 f -30 -5 + 0 0 f -5 ff 307 ff f 103 ff 0 f 0 f 0 f 0 0 + 0 0 f 25 15 + 0 0 f 15 f 35 5 + 0 0 f 5 ff 21 ff f 104 ff 233 f 70 f 3" f 0 0 + 50 5 f 25 15 + 0 0 f 20 f 5 1 + 0 0 f 1 ff 327 ff f---------------------------------------NN------------N-----------------------------------N------------------------------------------------------------------f f F 10 PROJECT NO. 66-484 i i i i i i i t--------------------NN-NN-------N_-N-----N-_NNY-NN__N__-_N-----NN__N-N_-_N_1rN__N__N-N____N_MN___-_-___--_-_____M__yNN__________tt t tt P.M PEAK Him ft t tt tt t tt t t t f t tt tt t tt t ENTER = it f ENTER • 275 t f ENTER s 69 t tt tt t ff t EXIT 68 t EXIT s 275 t t EXIT s 69 t tt tt ttt -N---_--_N-----------NMN--NM-_M_NN-_NNNNM--_-N__N-__-M_M__-NNN_M--------_-N_----_N-N__M-NNM_NNM_-1N-_-NM----- t tt 1987 f OTHER t 1968 t OFFICE GENERATED TRAFFIC t RETAIL GENERATED TRAFFIC t TOTAL f RETAIL DIVERTED TRAFFIC t TOTAL tf 1900 ft t TRAFFIC tf EXISTING t DEVELOP-t EXTERNAL! -------------+---------___t_NN_N___N___NN_NNNt BERATED tN--N---------------------t DIVERTED it CONBINEDtt t MOVEMENTtf TRAFFIC f NENT t TRAFFIC f ENTERING + EXITING t ENTERING + EXITING t TRAFFIC f ENTERING + EXITING f TRAFFIC tf TRAFFIC tt t tf t TRAFFIC t t Z VOL + Z VOL f X VOL + S VOL t VOLUME t S VOL + S VOL t VOLUME ft ff t -_------tt ------------------------------------+---------------------------------------------------------------------------N__---;------------------------------tt f i ft 31 t 0 t 31 f 15 2 + 0 O f 15 41 + 0 0 t 43 f 0 0 + 0 0 t 0 tt 74 tt f 2 tt 711 f 191 t 913 t 0 0 + 0 0 t 5 14 + 0 0 t 14 f 0 0 + 0 0 f 0 tt 926 ft t 3 tf 42 f Ot 43f 0 0 + 0 Of 0 0 + 0 Ot 0 f 0 0 + 0 Of 0 tf 43tt f 4 tt 784 f 191 f 987 f 15 2 + 0 0 f 20 55 + 0 0 f 57 f 0 0 + 0 0 t 0 ff 1043 tt f 5 ft 20 f Of 20f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Ot 0 if 20tt f 6 tf 10 f Of 10t 5 1 + 0 Ot 0 0 + 0 Ot 1 f 0 0 + 0 Of 0 tt 11 tt f 7 ff 20 f Of 20f 0 0 + 0 Of 0 0 + 0 Ot 0 f 0 0 + 0 Of 0 it 24tt f 8 ff 50 f Of 51f 5 1 + 0 Of 0 0 + 0 0f 1 f 0 0 + 0 Ot 0 tt Siff f 9 tt 49 f Of 50f 0 0 + 0 Of 0 0 + 0 Ot 0 t 0 0 + 0 Ot 0 tf 50 it f 10 tt 492 f 194 t 693 f 0 0 + 0 0 f 0 0 + 5 14 f 14 f -5 -3 + 5 3 f 0 tf 707 tt t 11 ft 9 t Ot 9f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 tt 9tt f 12 ft 530 f 194 f 752 f 0 0 + 0 0 t 0 0 + 5 14 t 14 f -5 -3 + 5 3 f 0 tf 766 tt f 13 ff 10 f Ot 10f 0 0 + 0 Of 0 0 + 0 Of 0 t 0 0 + 0 Of 0 tt loft f 14 ft 22 f Of 22t 0 0 + 5 3f 0 0 + 0 Ot 3 t 0 0 + 0 Of 0 ft 26tt f 15 ff 52 f 0 t 53 f 0 0 + 15 10 f 0 0 + 15 41 f 51 t 0 0 + 0 0 t 0 ff 104 ft f 16 ff 64 f 0 t 85 t 0 0 + 20 14 f 0 0 + 15 41 t 55 t 0 0 + 0 0 f 0 if 140 tt f 17 tf 51 t Of 52t 5 1 + 0 Ot 5 14 + 0 Of 14 t 0 0 + 0 Of 0 tf 66ft f 18 ff 14 f Of 14t 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Ot 0 tt 14ff f 19 tf 65 f Of 66t 5 1 + 0 Ot 5 14 + 0 Of 14 f 0 0 + 0 Ot 0 tt 80ft f 20 tt 9 f Ot 9f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 tf 9tt f 21 it 41 f 0t 42t 20 2 + 0 0f 15 41 + 0 0t 43 f 0 0 + 0 0t 0 ft 85ft f 22 ft 50 f 0 f 51 f 20 2 + 0 0 t 15 41 + 0 0 t 43 f 0 0 + 0 0 f 0 tf 94 ft f 23 tf 70 t 0 t 71 t 0 0 + 20 14 f 0 0 + 15 41 t 55 t 0 0 + 0 0 f 0 tf 126 it f 24 ff 23 t O f 23 f 0 0 + 5 3 t 0 0 + 5 14 f 17 f 0 0 + 0 O t 0 tt 40 ft f 25 ff 93 f 0 t 94 t 0 0 + 25 17 f 0 0 + 20 55 t 72 f 0 0 + 0 0 t 0 ft 166 it t------------------------------------MNN-----------------------------------------------------------------------------------------------------------------------ft F 6 0 PROJECT NO. 86-484 M--N--NNM----MN---N-NM--M---M--ISM-----M------M-----rIMN-MM-M-NM--N-N--N--N-fMN NMNM------------NN---N-------N} P.M PEAK HOUR f 1967 # OTHER # 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL #f 1988 #f TRAFFIC ## EXISTING f DEVELOP-* EXTERNALfNNN-------- N_-------f GENERATED f----NMNN-NNN-NN---# DIVERTED #f COMBINED## f MOVEMENT## TRAFFIC f NENT f TRAFFIC f ENTERING + EXITING # ENTERING + EXITING f TRAFFIC # ENTERING + EXITING # TRAFFIC f# TRAFFIC ## f f# f TRAFFIC # f Z VOL + S VOL # S VOL S VOL f VOUNIE # X VOL + X VOL # VOLUME ## f# ff -----------------------MN--MNN-----------M----N--------------------M-----------------------------M-----•------NN---------------------------f# 26 ## 92 #0f 93 # 0 0 + 0 0f 0 0 + 0 0f 0 # 0 0 + 0 .0 # 0 ## 93f# f 27 ##0 #O # O # 25 3 + 0 O # 20 55 + 0 O # 58 # 0 0 0 0f 0 ## S8 ## f 28 ## 92 f 0 f 93 # 25 3 + 0 O # 20 55 + 0 0 f 58 # 0 0 + 0 O # 0 ## 151 #f 29 ##0 f 0 f 0 f 0 0 + 25 17 # 0 0 + 20 55 f 72 # 0 0 + 0 O # 0 f# 72 ## f 30 ff O #O # 0 f 0 0 + 75 51 # 0 0 + 5 14 f 65 # 0 0 + 0 O # 0 ff b5 ## f 31 ##0 #0 f 0 f 0 0 + 100 68 # 0 0 + 25 69 f 137 # 0 0 + 0 0 f 0 ff 137 f# 32 ##0 f 0f 0f 75 8 + 0 0f 5 14 + 0 O # 22 # 0 0 + 0 0f 0 #f 22 ff 33 ## 93 #O #94f 0 0 + 0 0f 0 0 + 0 0 # 0 # 0 0 + 0 0f 0 ff 94f# 34 ## 93 #0 f 94 # 75 8 + 0 O # 5 14 + 0 O # 22 # 0 0 + 0 O # 0 ## 116 ## 35 ## 44 #0 f 45 f 0 0 + 25 17 # 0 0 + 5 14 f 31 f 0 0 + 0 O # 0 ## 75 f# f 36 ## 48 #0 f 49 # 0 0 + 50 34 f 0 0 + 0 0 # 34 # 0 0 + 0 O # 0 #f 83 ## 37 ## 92 f 0 f 93 # 0 0 + 75 51 # 0 0 + 5 14 f 65 # 0 0 + 0 0 #• 0 #f 158 ## 38 ## 30 #0 f 30 # 50 6 + 0 0 # 0 0 + 0 0 f 6 f 0 0 + 0 0 # 0 ## 36 ## 39 ## 296 # 126 # 428 # 0 0 + 0 0 # 0 0 + 25 69 f 69 # -50 -35 + 55 38 # 3 ## 501 ## f 40 ## 326 # 128 # 459 # 50 6 + 0 0 # 0 0 + 25 69 # 74 # -50 -35 + 55 38 # 3 f# 537 ## 41 ## 781 # 99 # 692 # 0 0 + 0 0 # 25 69 + 0 0 f 69 # 5 3 + 0 0 f 3 ## 964 ff f 42 f# 63 #0 #64 # 25 3 + 0 0 # 5 14 + 0 0 f 17 # 0 0 + 0 0 # 0 ## 80 #f f 43 ## 844 f 99 # 956 f 25 3 + 0 0 # 30 83 + 0 0 f 85 # 5 3 + 0 0 # 3 ff 1044 ## 44 ## 304 # 128 # 437 f 0 0 + 10 7 # 0 0 + 20 55 # 62 f -50 -35 + 50 35 # 0 ## 498 ## 45 #f 33 #0 #33 # 0 0 + 15 10 f 0 0 + 10 28 f 38 # 0 0 + 5 3 f 3 ff 75 #f 46 ## 337 # 120 # 470 # 0 0 + 25 17 f 0 0 + 30 63 # 100 f -50 -35 + 55 38 # 3 #f 573 f# f 47 ## 19 #0 #19 f 15 2 + 0 0 # 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ff 48 #f 46 ## 79 #O #80 # 0 0 + 0 O # 0 0 + 0 O # 0 # 0 0 + 0 Of 0 ## 80ff 49 ## 98 f 0 #99 f 15 2 + 0 0 # 10 28 + 0 0 f 29 # 0 0 + 0 0 f 0 #f 129 ## 50 ## 185 #0 # 188 # 0 0 + 0 0 # 0 0 + 0 0 f 0 # -5 -3 + 0 0 # -3 ff 164 ## 51 ## 860 # 99 f 972 # 10 1 + 0 0 f 20 55 + 0 0 # 56 # 5 3 + 0 0 # 3 ## 1031 ## 52 ## 1045 # 99 # 1160 # 10 1 + 0 0 f 20 55 + 0 0 # 56 # 0 0 + 0 0 # 0 ## 1216 ## 53 ## 45 f O #46 # 0 0 + 0 O # 0 0 + 0 O # 0 # 0 0 + 0 O # 0 ## 46 ## 54 #f 569 f 93 # 671 # 0 0 + 10 7 # 0 0 + 10 28 f 34 f -10 -7 + 10 7 # 0 ## 705 ## 55 ## 614 # 93 f 716 f 0 0 + 10 7 # 0 0 + 10 28 # 34 # -10 -7 + 10 7 # 0 f# 751 f# f 56 ## 709 # 93 # 813 # 10 1 + 0 0 # 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 841 ## 57 ## 91 f 0 #92 # 15 2 + 0 0 f 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 122 ## 56 ## 800 # 93 # 905 # 25 3 + 0 0 f 20 54 + 0 0 f 58 # 0 0 + 0 0 # 0 f# 963 ## 59 f# 175 f 0 # 178 f 0 0 + 15 10 # 0 0 + 10 28 # 38 # -5 -3 + 5 3 # 0 f# 215 ## 60 H 174 #O # 177f 0 0 + 0 O # 0 0 + 0 O # 0 # 0 0 + 0 Of 0 ## 177 ## 61 f# 349 #0 # 354 # 0 0 + 15 10 # , 0 0 + 10 28 # 38 # -5 -3 + 5 3 f 0 ## 392 f# N---------------------------------------------------------MN-------------------N------------------N------MM-N------------------N----- F 6 0 PROJECT NO. 86-484 I I I I i I I I I I I I I I I I I I I P.M PEAK HOW N-----M_N_NN-M_N_N_N_____N_NN_N-_N__N___-NNM-N_NN_N_N_M______NN_NNN_-N___N-_N_N___N-N_N____N_NN__H 1987 # OTHER } 1988 + OFFICE GENERATED TRAFFIC + RETAIL GENERATED TRAFFIC # TOTAL # RETAIL DIVERTED TRAFFIC } TOTAL ## 1988 ## TRAFFIC ## EXISTING # DEVELOP-# EXTERNAL#_—_-N-N----+_N_NN__N*-----NN-----N-----_.._--wt GENERATED #-----------------N--------# DIVERTED ff COMBINED## KOVEMENT## TRAFFIC # NENT # TRAFFIC # ENTERING + EXITING # ENTERING + EXITING # TRAFFIC # ENTERING + EXITING ; TRAFFIC ## TRAFFIC ## TRAFFIC # S VOL + X VOL # S VOL + f VOL # VOLUME # Z VOL + X VOL # VOLiME ## w_-----______NNN__NN__-NN-----------------------------------------w-----------------_----------------_------------------_---N--------## 62 ## 540 # 93 # 641 # 0 0 + 10 7 # 0 0 + 10 28 # 34 # -10 -7 + 10 7 # 0 ## 675 ## 63 ## 95 #9 # 105 # 0 0 + 5 3 # 0 0 + 5 14 # 17 # 0 0 + 0 0 # 0 ## 123 ## 64 ## 635 # 102 # 747 # 0 0 + 15 10 # 0 0 + 15 41 # 51 # -10 -7 + 10 7 # 0 ## 7" ## 65 ## 56 #8 #65 # 5 1 + 0 0 # 5 14 + 0 0 # 14 # 0 0 + 0 0 # 0 ## 79 ## 66 ## 74 #0 #75 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 75 ## 67 ## 130 #8 # 140 # 5 1 + 0 0 # 5 14 + 0 0 # 14 # 0 0 + 0 0 # 0 ## 154 ## 68 ## 299 #0 # 303 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 303 ## 69 ## 584 # 93 # 686 # 10 1 + 0 0 # 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 714 ## 70 ## 883 # 93 # 989 # 10 1 + 0 0 # 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 1018 ## 71 ## 25 # 53 #78 # 0 0 + 0 0 # 5 14 + 0 0 # 14 # 0 0 + 0 0 # 0 ## 92 ## 72 ## 405 # 97 # 508 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 508 ## 73 ## 267 # 35 # 306 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 306 ## 74 ## 53 #6 #60 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 60 ## 75 ## 750 # 191 # 952 # 0 0 + 0 0 # 5 14 + 0 0 # 14 # 0 .0 + 0 0 # 0 ## 966 ## 76 ## 18 #9 #27 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 27 ## 77 ## 205 # 105 # 313 # 20 2 + 0 0 # 20 55 + 0 0 # 57 # 10 7 + 0 0 # 7 ## 377 ## 78 ## 202 #2 # 207 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # -10 -7 + 0 0 # -7 ## 200 ## 79 ## 25 #i #26 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 26 ## 80 ## 450 # 117 # 574 # 20 2 + 0 0 # 20 55 + 0 0 # 57 # 0 0 + 0 0 # 0 ## 631 ## 81 ## 42 #0 #43 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 43 ## 82 ## Be # 34 # 123 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 123 ## 83 ## 57 # 53 # III # 15 2 + 0 0 # 10 28 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 140 ## 84 ##3 #0 # 3 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ##3 ## 85 ## 190 # 87 # 280 # 15 2 + 0 0 # 10 26 + 0 0 # 29 # 0 0 + 0 0 # 0 ## 309 ## 86 ##2 #0 # 2 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ##2 ## 87 ## 233 #0 # 236 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 236 ## Be ## 395 # 97 # 498 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # -5 -3 + 0 0 # -3 ## 494 ## 89 ##5 #0 # 5 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 5 3 + 0 0 # 3 ##9 ## 90 ## 635 # 97 # 742 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 742 ## 91 ## 25 #0 #25 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 25 ## 92 ## 265 # 69 # 338 # 0 0 + 15 10 # 0 0 + 10 28 # 38 # 0 0 + 0 0 # 0 ## 376 ## 93 ## 497 # 125 # 629 # 0 0 + 20 14 # 0 0 + 20 55 # 69 # -30 -21 + 30 21 # 0 ## 696 ## 94 ## 40 # 56 #97 # 0 0 + 0 0 # 0 0 + 5 14 # 14 # 0 0 + 0 0 # 0 ## 110 ## 95 ## 827 # 250 # 1089 # 0 0 + 35 24 # 0 0 + 35 96 # 120 # -30 -21 + 30 21 # 0 ## 1209 ## N------N----_N_____N__N_-N_____N--------__-NN---N-----_N-_----N--NN___--Nw_N_N---------N---N-N----N--- F 6 0 PROJECT NO. 86-484 I I I I I I I I I I I I I I I I l I i i---N--------------------------NN--N-----------------N--M----------------------N-M---M---M--NN-M-N----N-M--M-NN--MN--------M-M-N-N--------* ff P.N PEAK NOW ff N---------NNN--MNNNMN-M---N-M-----MM---NN-M-N----r----M--NM------N-NM------------N--N--M-------N--N--------N--N-N--ff ff 1987 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL ff 1988 ff f TRAFFIC ff EXISTING f DEVELOP-f EXTERNALf--------------+------------}--------------------------f GENERATED fN--N__N___NN_N-_N___f DIVERTED ff CONBINEDff f NOVENENTff TRAFFIC f NENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f I VOL + T VOL f Z VOL + % VOL f VOLUK f i VOL + S VOL f VOLK fi ff f --------ff ------------------------------------NN------N---------N-------------------------------N-------------•-----------N-----------N-----------------ff 96 ff 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 25 69 f 69 f 0 0 + 55 38 f 38 ff 107 ff f 97 ff 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 50 138 f 138 f 0 0 + 45 31 f 31 ff 169 ff f 98 ff 0 f 0 f 0 f 0 0 + 0 0 f 0 0 + 75 206 f 206 f 0 0 + 100 69 f 69 ff 275 ff f 99 ff 0 f 0 f 0 f 0 0 + 0 0 f 50 138 + 0 0 f 138 f 65 45 + 0 0 f 45 ff 182 ff f 100 ff 326 f 128 f 459 f 50 6 + 0 0 f 0 0 + 0 0 f 6 f -50 -35 + 0 0 f -35 ff 430 ff f 101 ff 326 f 128 f 459 f 50 6 + 0 0 f 50 138 + 0 0 f 143 } 15 10 + 0 0 f 10 ff 612 f# f 102 ff 829 f 99 f 940 f 0 0 + 50 34 f 0 0 + 0 0 f 34 f -30 -21 + 0 0 f -21 ff 954 ff f 103 ff 0 f 0 f 0 f 0 0 + 0 0 f 25 69 + 0 0 f 69 f 35 24 + 0 0 f 24 ff 93 ff f 104 ff 829 f 99 f 940 f 0 0 + 50 34 f 25 69 + 0 0 f 103 f 5 3 + 0 0 f 3 ff 1047 ff f--------------------------------------------N--------------------------------------------------------------------------------------------------------------------ff F 6 0 PROJECT NO. 86-484 M--M--------N---N----------------MN----N-M--NN---N-------N-------M-N-MM----NN--N---N--N-NN-NN-M---N-N-N---M------iNNMN-N f f#SATURDAY PEAK HOUR f ENTER = 7 ENTER s 237 ENTER a 64 EXIT = 7 EXIT a 258 EXIT s 64 N---N--- --N-N--NN-NNN------N---N-N-N-NN-N---M-------NN-NMMN--MN------N-NNM-NN-----NNN---M-----NN-NN-------ff 1967 f OTHER # 1988 # OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC # TOTAL # RETAIL DIVERTED TRAFFIC # TOTAL ## 1988 ## TRAFFIC ## EXISTING # DEVELOP-# EXTERNAL#--------------+------------#---------------------------# GENERATED #NNN_N-N.N_.,-_-_-NN-f DIVERTED ff CONBINEDff f MOVEMENT## TRAFFIC # MENT # TRAFFIC # ' ENTERINS + EXITING # ENTERING + EXITING # TRAFFIC # ENTERING + EXITIN6 # TRAFFIC ## TRAFFIC ## TRAFFIC # B VOL + X VOL # X VOL + f VOL # VOLUME # Z VOL + X VOL # VOLUME ## 1 ## 25 f 0 #25 # 15 1 + 0 0 # 15 39 + 0 0 # 40 # 0 0 + 0 0 # 0 if 65 ## 2 ## 434 f 276 # 717 # 0 0 + 0 0 # 5 13 + 0 0 # 13 # 0 0 + 0 0 # 0 ## 729 ## 3 ## 11 f 0 #11 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 11 ## 4 ## 470 # 276 # 753 # 15 1 + 0 0 # 20 51 + 0 0 # 52 # 0 0 + 0 0 # 0 ## 806 ## 5 ##9 #0 # 9 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ##9 ## 6 ##9 #0 # 9 # 5 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ##9 ## 7 ##7 f Of 7 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ##7 ## 8 ## 25 f 0 #25 # 5 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 26 ## 9 ## 18 #0 #18 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## Is ## 10 f# 408 # 277 # 691 # 0 0 + 0 0 # 0 0 + 5 13 # 13 f -5 -3 + 5 3 # 0 ## 704 ## 11 ff 4 #0 # 4 # 0 0 + 0 0 # 0 0 + 0 0 # 0 # 0 0 + 0 Of 0 ##4 ## f 12 #f 430 f 277 # 713 # 0 0 + 0 0 # 0 0 + 5 13 # 13 # -5 -3 + 5 3 # 0 ff 726 ## f 13 f# 11 f 0 #11 # 0 0 + 0 0 # 0 0 + 0 0 # 0 f 0 0 + 0 0 # 0 ## 11 ## 14 f# 10 f 0 #10 # 0 0 + 5 0 # 0 0 + 0 0 # 0 f 0 0 + 0 0 # 0 ## 11 ## f 15 ff 19 f 0 #19 # 0 0 + 15 1 # 0 0 + 15 39 # 40 f 0 0 + 0 0 # 0 ## 59 ## f 16 f# 40 #0 #41 # 0 0 + 20 1 # 0 0 + 15 39 # 40 # 0 0 + 0 0 # 0 ## 81 ## f 17 f# 23 f 0 #23 # 5 0 + 0 0 # 5 13 + 0 0 # 13 # 0 0 + 0 0 # 0 ## 37 ## f 18 ff 12 #0 #12 # 0 0 + 0 Of 0 0 + 0 0 # 0 # 0 0 + 0 0 # 0 ## 12 ## 19 ff 35 f 0 #36 # 5 0 + 0 0 # 5 13 + 0 0 # 13 # 0 0 + 0 0 # 0 ## 49 ## 20 #f 14 f 00 14f 0 0 + 0 0 # 0 0 + 0 0 # 0 f 0 0 + 0 0 # 0 ## 14 ## 21 ff 24 #0 #24 # 20 1 + 0 0 # 15 39 + 0 0 # 40 # 0 0 + 0 0 # 0 ## 64 ## 22 f# 38 #0 #39 # 20 1 + 0 0 # 15 39 + 0 0 # 40 f 0 0 + 0 0 # 0 ## 79 ## 23 ff 28 #0 #28 # 0 0 + 20 1 # 0 0 + 15 39 # 40 # 0 0 + 0 0 # 0 ## 69 ## 24 ff 16 f 0 #16 # 0 0 + 5 0 # 0 0 + 5 13 # 13 # 0 0 + 0 0 # 0 ## 29 ## 25 ## 44 #0 #45 # 0 0 + 25 2 # 0 0 + 20 52 f 53 # 0 0 + 0 0 # 0 ## 98 ## N--------------------------------N-------N-------------------------------------------------------------------## F'& 0 PROJECT NO. 86-484 f---------------------NNN-1----N - --N-----------N-NNN IINN----1-IININIINININIINNNIINNININ------NNNMMMN---11-11-1-11-----t f ff SATURDAY PEAK HOUR ff N----------NN--N--NNN-------N--N---------N--------N-IN-IINIII-I-NN-N-N--NMINN-INN-NN-M--IINNNNN-N--N---1 ff 1987 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f NAIL DIVERTED TRAFFIC f TOTAL ff 1988 } f TRAFFIC +{ EXISTING f DEVELOP-f EXTERNALf------------+-----------f--------------------------f GENERATED f---------------------------f DIVERTED ff COMBINEDff f MOVEMENTff TRAFFIC f NENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f S VOL + X VOL f S VOL + % VOL f VOLUME f % VOL + % VOL f VOLUlE ff ff f --------ff ----------N---------N-------N-----N-------11--N----------------------------------------------------------N---N-N------N----------------------ff f 26 ff 47 f 0 f 48f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 48ff f 27 ff 0 f 0 f 0 f 25 2 + 0 0 f 20 51 + 0 0 f 33 f 0 0 + 0 0 f 0 ff 53 ff f 28 ff 47 f 0 f 48 f 25 2 + 0 0 f 20 51 + 0 0 f 53 f 0 0 + 0 0 f 0 ff 101 ff f 29 ff 0 f 0 f 0 f 0 0 + 25 2 f 0 0 + 20 52 f 53 f 0 0 + 0 0 f 0 ff 53 ff f 30 ff 0 f 0 f 0 f 0 0 + 75 5 f 0 0 + 5 13 f 16 f 0 0 + 0 0 f 0 ff 18 ff f 31 ff 0 f Of Of 0 0 + 100 7f 0 0 + 25 65f 72 f 0 0 + 0 Of 0 ff 72ff f 32 ff 0 f 0 f 0 f 75 5 + 0 0 f 5 13 + 0 0 f 18 f 0 0 + 0 0 f 0 ff 18 ff f 33 ff 44 f 0 f 45 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 45 ff f 34 ff 44 f Of 45f 75 5 + 0 Of 5 13 + 0 Of 18 f 0 0 + 0 Of 0 ff 63ff f 35 ff 30 f Of 30f 0 0 + 25 2f 0 0 + 5 13f 15 f 0 0 + 0 Of 0 ff 45 ff f 36 ff 17 f 0 f 17 f 0 0 + 50 4 f 0 0 + 0 0 f 4 f 0 0 + 0 0 f 0 ff 21 ff f 37 ff 47 f 0 f 48 f 0 0 + 75 5 f 0 0 + 5 13 f 18 f 0 0 + 0 0 f 0 ff 66 ff f 38 ff 17 f Of 17f 50 4 + 0 Of 0 0 + 0 Of 4 f 0 0 + 0 Of 0 ff 21 ff f 39 ff 269 f 147 f 419 f 0 0 + 0 0 f 0 0 + 25 65 f 65 f -50 -32 + 55 35 f 3 ff 487 ff f 40 ff 285 f 147 f 436 f 50 4 + 0 0 f 0 0 + 25 65 f 68 f -50 -32 + 55 35 f 3 ff 507 ff f 41 ff 339 f 143 f 467 f 0 0 + 0 0 f 25 64 + 0 0 f 64 f 5 3 + 0 0 f 3 ff 555 ff f 42 ff 27 f 0f 27f 25 2 + 0 0f 5 13 + 0 0f 15 f 0 0 + 0 0f 0 ff 42ff f 43 ff 366 f 143 f 514 f 25 2 + 0 0 f 30 77 + 0 0 f 79 f 5 3 + 0 0 f 3 ff 597 ff f 44 ff 291 f 147 f 442 f 0 0 + 10 1 f 0 0 + 20 52 f 52 f -50 -32 + 50 32 f 0 ff 495 ff f 45 ff 8 f 0 f 6 f 0 0 + 15 1 f 0 0 + 10 26 f 27 f 0 0 + 5 3 f 3 ff 38 ff f 46 ff 299 f 147 f 450 f 0 0 + 25 2 f 0 0 + 30 77 f 79 f -50 -32 + 55 35 f 3 f# 533 ff f 47 ff 10 f 0 f 10 f 15 1 + 0 0 f 10 26 + 0 0 f 27 f 0 0 + 0 0 f 0 ff 37 ff f 48 ff 95 f 0 f 96 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 96 ff f 49 ff 105 f 0 f 107 f 15 1 + 0 0 f 10 26 + 0 0 f 27 f 0 0 + 0 0 f 0 ff 133 ff f 50 ff 97 f 0 f 98 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -5 -3 + 0 0 f -3 ff 95 ff f 51 ff 350 f 143 f 498 f 10 1 + 0 0 f 20 51 + 0 0 f 52 f 5 3 + 0 0 f 3 ff 554 ff f S2 ff 447 f 143 f 597 f 10 1 + 0 0 f 20 51 + 0 0 f 52 f 0 0 + 0 0 f 0 ff 649 ff f 53 ff 39 f Of 40f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 40ff f -54 ff 500 f 141 f 649 f 0 0 + 10 1 f 0 0 + 10 26 f 27 f -10 -6 + 10 6 f 0 ff 675 ff f 55 ff 539 f 141 f 688 f 0 0 + 10 1 f 0 0 + 10 26 f 27 f -10 -6 + 10 6 f 0 ff 715 ff f 56 ff 556 f 130 f 694 f 10 1 + 0 0 f 10 26 + 0 0 f 26 f 0 0 + 0 0 f 0 ff 721 ff f 57 ff 96 f 0 f 97 f 15 1 + 0 0 f 10 26 + 0 0 f 27 f 0 0 + 0 0 f 0 ff 124 ff f 58 ff 652 f 130 f 792 f 25 2 + 0 0 f 20 51 + 0 0 f 53 f 0 0 + 0 0 f 0 ff 945 ff f 59 ff 98 f 0 f 99 f 0 0 + 15 1 f 0 0 + 10 26 f 27 f -5 -3 + 5 3 f 0 ff 126 ff f 60 ff 61 f 0 f 62 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 62 ff f 61 ff 159 f 0 f 161 f 0 0 + 15 1 f . 0 0 + 10 26 f 27 f -5 -3 + 5 3 f 0 ff 188 it f---------------N-N----------N--NNI-N--MN--N---NI-N---N-------------------N---NN-------N--N--N---N-N•---NNN------------N-----N------------ff F 10 PROJECT NO. 86-484 N--_--N------N_-__-_-__N-NNNNNN_NN-__NN-NM-__----N_N__N_MN-N--______-M________________NNrM__N-_--_____M-_-_N________________t} ff SATURDAY PEAK HOUR ff M___M_-_-N_M_N---------M---------NMN--N-------------NN____ ------N-M_------N___-_M-N-N--MM-_-N-----_-----_-------__}t ff 1987 f OTHER f 1988 f OFFICE GENERATED TRAFFIC f RETAIL GENERATED TRAFFIC f TOTAL f RETAIL DIVERTED TRAFFIC f TOTAL ff 1988 ++ f TRAFFIC ff EXISTING f DEVELOP-f EXTERNALf----_NN_____+___N__N___f_NN_ N_NN_N__N___# GENERATED f_________________N_N_____f DIVERTED ff CONDINEW f NOVENENTff TRAFFIC f NENT f TRAFFIC f ENTERING + EXITING f ENTERING + EXITING f TRAFFIC f ENTERING + EXITING f TRAFFIC ff TRAFFIC ff f ff f TRAFFIC f f % VOL + i VOL f Z VOL + % VOL f VOLUME f % VOL + S VOL f VOLUME ff ff f _-_-_---ff -----------------------------------------------------------------------------NN-_-__--------_--------------------------_----------------------_-_---ff f 62 ff 419 f 141 f 566 f 0 0 + 10 i f 0 0 + 10 26 f 27 f -10 -6 + 10 6 f 0 ff 593 ff f 63 ff 68 f Of 69f 0 0 + 5 Of 0 0 + 5 13f 13 f 0 0 + 0 Of 0 ff 82 ff f 64 ff 487 f 141 f 635 f 0 0 + 15 1 f 0 0 + 15 39 f 40 f -10 -6 + 10 6 f 0 ff 675 ff f 65 ff 71 f 9 f 81 f 5 0 + 0 0 f 5 13 + 0 0 f 13 f 0 0 + 0 0 f 0 ff 94 ff f 66 ff 120 f 0 f 122 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 122 ff f 67 ff 191 f 9 f 203 f 5 0 + 0 0 f 5 13 + 0 0 f 13 f 0 0 + 0 0 f 0 ff 216 ff f 68 ff 138 f 0 f 140 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 140 ff f 69 ff 479 f 130 f 616 f 10 1 + 0 0 f 10 26 + 0 0 f 26 f 0 0 + 0 0 f 0 ff 643 ff f 70 ff 617 f 130 f 756 f 10 1 + 0 0 f 10 26 + 0 0 f 26 f 0 0 + 0 0 f 0 ff 783 ff f 71 ff 29 f 74 f 103 f 0 0 + 0 0 f 5 13 + 0 0 f 13 f 0 0 + 0 0 f 0 ff 116 ff f 72 ff 276 f 135 f 415 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 415 ff f 73 ff 100 f 58 f 160 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 f# 160 ff f 74 ff 50 f 11 f 62 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 62 ff f 75 ff 455 f 278 f 740 f 0 0 + 0 0 f 5 13 + 0 0 f 13 f 0 0 + 0 0 f 0 ff 753 ff f 76 ff 29 f 8f 37f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 37ff f 77 ff 145 f 134 f 281 f 20 1 + 0 0 f 20 51 + 0 0 f 53 f 10 6 + 0 0 f 6 ff 340 ff f 78 ff 172 f 0 f 175 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -10 -6 + 0 0 f -6 ff 168 ff f 79 ff 29 f Of 29f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 29ff f 80 ff 375 f 142 f 523 f 20 1 + 0 0 f 20 51 + 0 0 f 53 f 0 0 + 0 0 f 0 ff 575 ff f 81 ff 37 f 0 f 38 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 38 ff f 82 ff 82 f 57 f 140 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 140 ff f 83 ff 64 f 72 f 137 f 15 1 + 0 0 f 10 26 + 0 0 f 27 f 0 0 + 0 0 f 0 ff 164 ff f 84 ff 1 f Of if 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 1ff f 85 ff 184 f 129 f 316 f 15 1 + 0 0 f 10 26 + 0 0 f 27 f 0 0 + 0 0 f 0 ff 343 ff f 86 ff 1 f Of if 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 1ff f 87 ff 230 f 0 f 233 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 233 ff f 88 ff 281 f 133 f 418 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f -5 -3 + 0 0 f -3 ff 415 ff f 89 ff 3 f Of 3f 0 0 + 0 Of 0 0 + 0 Of 0 f 5 3 + 0 Of 3 ff 6ff f 90 ff 515 f 133 f 656 f 0 0 + 0 0 f 0 0 + 0 0 f 0 f 0 0 + 0 0 f 0 ff 656 ff f 91 ff 23 f if 24f 0 0 + 0 Of 0 0 + 0 Of 0 f 0 0 + 0 Of 0 ff 24ff f 92 ff 89 f 74 f 164 f 0 0 + 15 1 f 0 0 + 10 26 f 27 f 0 0 + 0 0 f 0 ff 191 ff f 93 ff 229 f 138 f 370 f 0 0 + 20 1 f 0 0 + 20 52 f 53 f -30 -19 + 30 19 f 0 ff 423 ff f 94 ff 29 f 74 f 103 f 0 0 + 0 0 f 0 0 + 5 13 f 13 f 0 0 + 0 0 f 0 ff 116 ff f 95 ff 370 f 287 f 663 f 0 0 + 35 2 f 0 0 + 35 90 f 93 f -30 • 19 + 30 19 f 0 ff 755 ff f-----------------------------N_-__-------------_N_-N__N--------------N-----_N--__------NN__N---N--------N-N__MN_N_N_NN_N_NN-NN_--N------ff F i 0 PROJECT NO. 86-484 Nw--------------------wNN-N--NwwN-wNN-NNN-wN---NNN---NM-N---N----NN--wwww-ww-N-------w--ww-rM-NwN-NN-NMNwwNNM-------NN wwN-ww--} f ff SATIRtDAY PEAK HOW ff# w----w-------------Nww-Nw---N-NNNNw-N-NNNN-r------N-------------NwN--w---N--wNN----N--w--Nw----wwN--wN-w-wNN--r-wwN--N------f f ff 1987 # OTHER # 1988 + OFFICE GENERATED TRAFFIC # RETAIL GENERATED TRAFFIC # TOTAL # RETAIL DIVERTED TRAFFIC # TOTAL ## 1988 ## TRAFFIC ## EXISTING # DEVELOP-# EXTERNALf-------------------------f---------------------------f GENERATED f---------------------------f DIVERTED ff COMBINED## MOVEMENT## TRAFFIC # MENT f TRAFFIC # ENTERING + EXITING # ENTERING + EXITING f TRAFFIC f ENTERING + EXITING # TRAFFIC ## TRAFFIC ff f ff f TRAFFIC # S VOL + Z VOL # S VOL + S VOL # VOLUME # Z VOL + Z VOL # VOLUME ff ff f --------ff ------------------N----------------------------------------------------------w-----w----------------------------------------w------------------------ff 96 ##0 #0 f 0 # 0 0 + 0 0 f 0 - 0 + 25 65 # 65 # 0 0 + 55 35 # 35 ## 100 ## 97 ##0 #0 # 0 # 0 0 + 0 0 f 0 0 + 50 129 # 129 # 0 0 + 45 29 # 29 ## 158 ## 98 ##0 #0 # 0 # 0 0 + 0 0 f 0 0 + 75 194 # 194 # 0 0 + 100 64 f 64 ## 258 ## 99 ##0 #0 f 0 # 0 0 + 0 0 # 50 129 + 0 0 # 129 # 65 42 + 0 0 # 42 ## 170 ## 100 ## 285 # 147 # 436 # 50 4 + 0 0 # 0 0 + 0 0 # 4 # -50 -32 + 0 0 # -32 ## 408 ## 101 ## 285 # 147 # 436 # 50 4 + 0 0 # 50 129 + 0 0 # 132 # 15 ' 10 + 0 0 f 10 ## 578 ## f 102 ## 356 # 143 f 504 # 0 0 + 50 4 # 0 0 + 0 0 f 4 # -30 -19 + 0 0 # -19 ## 489 ## 103 ##0 f 0 # 0 # 0 0 + 0 0- # 25 64 + 0 0 # 64 # 35 22 + 0 0 f 22 ## 67 ff f 104 ## 356 # 143 # 504 # 0 0 + 50 4 # 25 64 + 0 0 # 68 # 5 3 + 0 0 # 3 ## 575 ## f-----------------------------------------------w---------------w-----------------w--------------w---------w------------wwwww------------------NN-w--------------ff F i 0 PROJECT NO. 86-484 TAKE NO. 3 LEVEL OF SERVICE SUMMARY 1988 A.M.1988 P.M. 1980 SATURDAY M---------M-NN NN---N--NN-- N------NN----N- INTERSECTION EXTERNAL COMBINED EXTERNAL COMBINED EXTERNAL COMBINED N---MN-- M--- N---- ------N a. BUCKLAND RD. i DEMINB ST. A/B/E A/B/E A/B/F A/B/F A/B/E A/B/E h. CLARK ST. 6 DEMIN6 ST A A A A A A c. CLARK ST. 6 ROUTE 30 A/E A/E B/E B/F A/C A/D d. PIERCE RD. 6 ROUTE 30 B/F B/F A/D A/F A/B A/D e. PIERCE RD. i ROUTE 194 B/.70 8/.75 C/.BB D/.94 8/.67 8/.72 f. SAND HILL RD. 6 ROUTE 194 C/.63 C/.64 B/.70 B/.72 9/.57 8/.59 g. NAPPING FIVE CORNERS F/1.44 F/1.52 F/1.47 F/1.70 F/1.34 F/1.51 h. CLARK ST. & SITE DRIVEWAY A A A i. ROUTE 30 i SITE DRIVEWAY A/D D/F A/E F 6 0 PROJECT NO. 86-404 r-- APPENDIX B f Iw Ofrl•' Of r ABM v`+laso- P. at arQy`ra of 41 10 a+ f ? an • i paves me as 4, an *a `} shOooy Q e• f'ala ellrps a e0crnIMtry eYT i1b t0 aety, • j 3 1 74 Z a fie• a l 4+ Mr Fee e. w ee s W ofn9 4 ` 'e' j te f w ~ 7 too PA 96 f s• L, p To b Pioneer . NO ustriai Park I P Rod Rock P`"40 40 Country Club 16 .cem 83 P 1 e. An r. as r f ea.edrre' fY• R Le 4y :ae s co s FIGURE NO. af, • ndl ll060FUSSMYNELL-P YANCMESTER, CONNECTICUT to Am r as• VALL SITE LOCATION MAP r ! P aaur.rr Cr'' n • eeowuw i V wa GROWN CORNERSTONE fir' L SOUTH WINDSOR CONNECTICUT PRw.No.86-484 OATS AM.1987 SCALE:N.T.S. 1 APPENDIX C ifulo F11SS&O ,.SILL PREBYRED DATE CHECKED DATE PROJECT NO BYmemoineem kw Y SUBJECT: 4 C it EXTF it/y L SHEET NO.C.KtA yDD- EMi NCB S-r, — 41 ofE.4.e f e,e.Tier4F iC 2 WORKSHEET FOR FOUR-LEG INTERSECnONS NXMLY VOLUMES Grade Z x STO 9 O ZN-0 YIELgtj 1irVolvwN 1 . V N V, N-[/ V._ c aae x Grade l:-x v,--j major road V.—- 3y K-+pia RexLj STOP cam N- V,Vs V, YIELD o ri- Date of ee.-now/791G,4722- minor road Time Ptriod: jW-v0!r pErA%-6r SN-_ Average RunningSpe y'S,:,rar Grade C7 x VOLUME ADAWMEWS Moment Na 1 2 3 4 S 6 7 g 9 10 11 12 Volume(vph)it/ 9 9 -,t Z5 xr z° z o bL.(pcph),see T"10-1 8 18 91 t 2 0 3 VOUR-fES 04 PCt 32 o Z NA IF ir„IF IF NAIF 8 NA vs NA v, v, va vo a STEP 1:RT Froar Minor Street F V. J V,z Conflicting Flows`V• 1/2 V,+V.-V•, 1/2 V.+V,-Vt1, dd5 +i t'3 3 vph 10. ph Critical Gap.T,(Tab 10-2) l (sec) sec) Potential Capacity.cr(Fig.10.3) cr.-pcph CF12- 3710 PCph pment of cp Utilized v,/cr.)X 100- ¢ x vl,/cj12)X loom Impedance Factor:P(Fig.10-5) P.- •9-73 Piz, -140 Actual Capacty c..cme-cre- $pcph CM12-cr1z- 70 Pcph 0 ' FUE , t0' `..L PREPARED DATE CHECKED DATE PROJECT NO BY BYconsultingengineers R.Gtn/ SUBJECT: Ek TE,zAl 194 SHEET NO. vc.kLA N D " •D.4 1br Mi n1 Ci s'r — E 4 /10 v1Z_. G Z Oft 1 ST 2;IT Fnxn Major Street V• V,EP Conflicting Flaws,V, V3+V2—Vc46 Vo+Vs,—V, C+-ja- +3:1 „ph 1— pit Critical Cap,T,(Tab.10-2) sec) 4<78 (sec) 00 Pbtential Capacity.cr(Fig.10-3) cr.= 31Z pcphCPS — a pcph Percent oFYr Utilized v cr.)x 100— I °X. V,/era X 100 /6 9f. Impedance Factor.P(Fig.10-5) P._ -993 Paw -S 1 Actual Capacity c.c,,,,—cr,—_ ? pcph c.,1'cr,' 4e0 P SfEF 3:TH From Minor Street 1 V. I Vii Conflicting Flaws.V, 1/2V,+Vr+V,+V6+Vy+V;Vn 1/2V&+V9+V4+V)+V=+Vt=Vet, 76"1+8 -Me vph + Z• + $-9 rPt+ Critical Cap,T.(Tabs 10-2) g ssec) G• (MC) Fbtential Capacity.cr(Fig.10-3) c.•_! Z pcph cr11_1Z S pcph Ptrcent of C.Utilized vs/c,,)x 100— 3 96 v„/cr,a x 100—Xi Impedance Factor.P(Fig.10-5) P,_ . 7_52 P„— /.D Actual Capacity.c.C.,,—cr,X P,X P. c,,,,—Cris X P,x P. IZf x O _ /ZSx 3 X ,f90 (pcph) 99 x .8 90 (pcph) STEP 4.IT From Minor Street V, LVio Conflicting Flows.V, V,,(step 3)+V„+V,=—V,r V,„(step 3)+V,+V.—S o K 0 +— vph /+L+—/3 ph Critical Cap.T,(Tab 10-2) 7, Y (sec) 7, -(sec) Pbtential Capacity.CO,(Fig.10-3) cr..=l O0 pcph c,,o— 0 pcph Actual Capaaty.c.c,07-cr?x P,x P.x P„x Piz c,,,o—cr,a X P,x P,x pox P. x-va x A_-912 x'993 x x x(pcph)x.8l8 x.It SHARED-LANE CAPACITY MINOR STREET APrROACH NKNEMFNTS7,8,9 1e*+1 VWO) C491cph) csn(pcplt)Cis'"can — v Los Ir 7 Z8 63 9 Z Z Sl-S 4 Irm M SMEEr A"MUM MOVBM>M5 I4 a U Moveff"tt v(pcph) c.(ph) c.Apcph)4—can —v LOS Io . Z 6 4 o Z- 1 370 3 g R MA)M SMU T LEI'TURNS 4 MoMeatent v(pcph)tti„(pcph) 4—CM — v LDS 1 zs 4 FUSS&O'NEILL PREPARED DATE 'CHECKED DATE PROJECT NO a pp tiv engVee-g BY BY kilo" I - 0;t-gam G_ 3-zo 8 $ea-yi?y SUBJECT: RJC-vJ ANb RD. Et N Sr. - M oM+SHEET NO. Of WORKSHEET FOR FOLT&LEG 2MRSECnONS HOURLY VOLUMES Crude-/—x STO D Z N-Cn YIEI.DO via v„Va N JI L_v.I N-Q r_._V,f/6 _ N V trade 2 x r — Crude Lax v,__j uujm road vi STOP GO, N-Q Vk,Vv Vq YIELD O i Date at Mwor minor toad Time Pleiio& P001' Ewa,-k4 5-t-_ Averar lbuu*q s yS~ P'HF: Crude Ox VOLUME ADJUS17MFNTS MoMeo+a+t 1Vo 1 2 3 4 S 6 7 a 9 10 11 12 Volume(vph) 31 °> pcphl see T&W 10-1 8 6 Z, 1 4 VOLUMES IN Kni AWL 2 NA v„v„v,. v. NAv r NA v, v, NA v, yr v8 v. STEP 1:RT From Minor Ststet F V. v r Conflicting Fbws.V, 1+- 1+ VC„ vph Critical Cap T,(Tah 10-2) t4( set) 41/ (sec) Ibter+eW Capacity.cr(Fit.10-3) c'.- pcph cr,:-_ pcph Pow of cr Utilized v./cp.))X/0-v„/c,qX 1100- Impedance Fattar.P(Fig.10-S) P.- •-1 I- P,:- v Actual Capaory.c.c..."co-Pcph S.12-CV12- —pcph J OFUSS&OINEILL PREPARED DATE CHECKED DATE PROJECT NO CO irgergivers BY BY 3--Q} f? G. 2 o-8 gCM-y$y SUBJECT-$ vc.klA N r.l tit Sr. - J • NI-C( $(1 Et SHEET NO. t STEP 2:IF From Major Stint V. J V, Conflicting Mows.V. V)+V=-Vol Ve+Vs—Vc, vph 20- 170 vph Critical Gap.T.(Tabs 10-2) S .(seC)) Q_( spec) ta>tialPb Capacity.c. te/ Fig.10-3) cry !r v PcPh crs— Pbrcent of C.Utilized vc/cpj X 100—v,/cj X TQO—-2.L% Impedance Factor.P(Fig.10-5) P,- aw- P,- 0 It Actual CaPa ity.c,.C..'c,.'—Y-01 pcph G.1,—CPO'-Z'=PcPh STET 3:TH From Mirror Street 1 Ve V„ Conflicting Flows.Vc 1/2V,+V+V, 1+ V+V%+V4-Vcs 1/2V.+Vs+V4+V3+V=+V,—Vc„ T L. +Ze+OL4h A5L+-q&aIQvph Critical Gap.Tc(Tab.10-2) G.9 (sec) G• (!q , Potential Capacity.c,(Fig.10-3) c.,— I Z 5 pcph j ce„—-I M pcph Percent of c,utilized V*/CV,)X loom ` % v„/cr,j X'00—% Impedance Factor P(Fig.10-5) P,— • -5 P„— .g Q 3 Actual Capacity c.c.,"—cc X P,X P4 c,,,,,—ce„X P,V. ry -./ZZS.x 106 -JZ- x s x_L.L.2(per) A'So.X_ (pcph) STEP 4:LT From Mirror Stint V, LVIII Conflicting Fbws,V. V (step 3)+V„+V,=—VC? Vc„(step 3)+Ve+V —Vc e Critical Gap.Tc(Tabs 10-2) 7 Al_(Sec) Z(Sec Pbtential Capacity.cr(Fig.10-3) c — 10 pcph cj10—_.LLsL pcph Actual Capacity c—c.--cry x P X P,X P X P,;c c„o X P,c P,x P X P. x X X 4- x (pcph) X pcph) SHARED-LANE CAPACITY MDIOR STREET APPROACH MOVEMENT'S 7,a,9 Mow ettt v(pcph) c.(PcPh) csm(pcph)c„— — v LOS IR 43 a 44 106 I 62- E E 9 Z,, 5,13) NW40R STREET APPROACH MOV N M510.U.12 Mowewant V(Pcph) c.(PcFh) cs„(pcph)4—csN — v ins 10 sr 41 E 11 06 ky J0 12 4- 3 3 33 B MAJOR STREET LEFTTURNS t 4 Movement v(pcph)C.(pcph) c„—c,,, — v LOS 4 JOE FUSS&O`NEILI_ PREPARED DATE CHECKED DATE PROJECT NO3COf1S1Jlttf19engineerBYBY MM41 SUBJECT: S'g.S-fX re gAJ4 SHEET NO. WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Sb eet, C' ST N N- Vs 9 38 v,. 33v, V N-C1] V,VtV,vv Date of C= 3/17 1 eS70P Time ftAvL O YTELD Average Running •-,'50,mA N-Q Minor PHR Grade a % Ara r,m* ST. VOLUME ADJUSTMENTS Mount Nm 2 3 4 5 7 9 VdWm( ) 38 3 7-89 5 93 i Mk(pcph),see Table 101 31 0 Z STEP k R'T fim Minor Street r V•i Conflicting Flows Ve 1/2 V,+V2- 2 + 38 - 40 S Ph(V,,) Critical Gaps,T,and Potential Capacity,4 TC=rSsec(Table 10-2)c.,- L Pcph(Fig.10-3) ; Actual Capacity,c„ c.,-c.+=/oS 0 pcph STEP 2:LT Frain Major Stzee f V. Conflicting Floc Ve V,+V2- 3 + - 4/ vph(Vn) Critical Gap,T,and Potential Capacity,cr T,-40 sec(Table 10-2)cr- /13 Opcph(Fig. 10-3) PErcent of cv Utilized and Impedance Factor(Fig.10-5) (v4/cpJ x 100--;2gP._ .ISO Actual Capacity,c. r =cr-L"'0 pcph i STIEP&LT From Minor Street Dv7 C Vli ting Flow,Vc 1/2 v3+V3+vs+V4--Z,-+2m-+}g + - $ vph(V,,) Critical Gap,T,and Potential Capacity,cr T,-A.'Irsec(Table 10-2)c,,- pcph(Fig.10-3) Actual Capacity,cam, c,,,,- X P.-B 0 X•9 8 0-S Z3 , SHARED-LANE CAPACITY SH v,+vv if lane is shared v?/C,w7)+(v./c.*) Movement Na v(pcph) c (pcph) cq.(pcph) c1t LOS 7 Z 3 0/0 D6 9 0Z OSO 948 4 31 30 p CHECKED0PREPAREDDATEC DATE PROJECT NOIMFGN BY BYcorsufrngengineers h4/ 2. G. 3/r.F7 gam-y Y T4 n SUBJECT:A SHEET NO. of WORKSHM FOR ANAL IS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street: Od-4C-5— Si-; N 1-1 N— Vs V3 71 Grade V2 Vs V3 V V3 N= a V3 C I VLIE,vo Date of Caun • 3 8 I MOIS'IOP1TimeAeriod:O YIELD Averap lb uugr g4ZMAmw N=Q Minor PHF:_Grade 8 % A m,^* ST. fV19 F VOWME AD Mwea Na 2 3 4 5 7 9 wunw(%-F&) 4 val.(pcph),see Table 101 STEP L•RT item Minor Sh met r V,i 1 P'"`Conflicting Flows Vc 1/2 V3+V2=+—.vph(V,) r Critical Gap,TC,and Potential Capacity,cp T-C= r sec(Table 10-2)c.,—10=pcph(Fig.10-3) Actual Capacity,c. Cow=CPO_=k!rpcph STEP 2:LT From Maim skeet j V. Flow,Vc V3+V=_._+4-4 —4—vph(V.) Critical Gap,Tc,and Potential Capacity,cp Tc_ 47 0 sec(Table 10-2)cN—=pcph(Fig.10-3) Peron of cp Utilized and Impedance Factor(ft.10-s) (v,/cp,,)X W— P. Actual Capacity,c,. c=4=cp.,mlj= cPh I STEP 3:LT Ftam Minor Str V, Conflicting Flow,Vc 1/2 V,+V=+Vs+V4_-L-+A+51+ --_L,2&vph(Vc,) Critical Gap,T,and Potential Capacity,cp Tc_hb.!'sec(Table 10-2)cp,= pcph(Fig. 10-3) Actual Capacity,c"c.,=cp,X P,=,ZQX=— pcph SHARED-LANE CAPACITY SH v,+v'if lane is shared v7/c.7)+(v•/Cwt) Movement Na v( ) c,( ) c LOS 7 759 7 9 I Z 1000 4- 9 4 a r FUSS&O N ILL PREPARED DATE CHECKED DATE PROJECT N(3KQ) consating engineers BY BY 3-- -g SUBJECT: mc T-E. 3p il FX7Pi?"4 L SHEET NO.14 WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH ZouTt 30 Major Street E.f-,O& v.-.•Mrs. ,u, N vsN—Cl VS L,4 Z$•S V2 v, 30 3 O•J t-1 N—V3 4 V3 f V,V• V7 V, Date of I 61 pip IZ/l Time Period: w O YIELD Avrrage Running N— Minor PHF:.,_Grade ni % C1.rexx Sr. VOWME ADJUSTMENTS M wement No. 2 3 4 5 7 9 umm 28S 7 30 14 lO ZI Vol.(pcph),see Table 101 33 Z r Z 3 STEP L RT from Mime Street V- I Conflicting flow,V. 1/2 V,+V,—Z_+ Z65— 3O vph(VA) Critical Gap,T.,and Potential Capacity,c. T,—zLt sec(fable 10-2)c.,, pcph(Fig.10-3) Actual Capacity,c„ c=9—ce—9tiZ pcPh STEP 2:LT From Major Street V4 Conflicting flog,vc V,+V2—-+Z85—M?-„ph(Vc.) Critical Gap`,T,,and Potential Capacity,c* TC fable 10-2)4,— o Z pcph(Fig. 10-3) i F mcm of C.Utilized and Unpedance Factor(Fig. 10-5) (v./cp.)X 100— P.— •9 3 1 Actual Capacity,c. Z pcph STEP 3:LT From Minor Street V, Conflicting Flow,VC 1/2 V3+V2+V,+V.—Z4+z 5+ fl 4+ —/h(Vc,) Critical Gap.T,and Potential Capacity,co T.—HL sec(Table 10-2)c.,—±±20 pcph(Fig. 10-3) Actual Capacity,c,,, cam,,—cT,X P. M—±65 pcph SHARED-LANE CAPACITY SH v,+v,if lane is shared M/C,..)+(v./c..) Movement No, v( h) c (pcph) csm(pcph) cot LOS 7 2 ' 9 3 20 4 3 3 90 0 f FUSSUMN PREPARED DATE CHECKED DATE PROJECT NO. corojtKg et ginee g BY BY e. SUBJECT: RdVTw_- 3C 9 SHEET NO. 6AA-1 v4.Ta•v ;040*01 I E J G .4 v. T.q F C.of WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH RDuTi 3p Major StreetA E.c..vbrn v.tea. N N= V,1Z5 Grade 9m V= _,_, V.Cs.4 u V=---. V(p 96 UrVs N V' V.V,V, V Date of 4 p p ax dATunePeriod- o YIELD AverW Running Speed; o N= Minor Street: PHF:_Grade o % VOWME jwx6'Imvm i Maw Nc 2 3 4 5 7 9 vokm a(vph)3D 1 off Coo 7 Z'J 114 z,(D Uk(pcph see Table 10-1 l Cv 121 L°1 STEP L•RT from Minor Sheet r V,I Conflicting Flow,Vc 1/2 V,+V2=,U_+, Q1 _ vph(VA) Critical Cap,Tc,and Pobatial Capacity,cp Tc_f'? sec(Table 10-2)cp, pcph(Fig.10-3) Actual Ca0- 11 padty,c„ cp,_ -Pcph STEP 2:LT From Major Sh Pet j Va yy Conflicting Flow,Vc V,+V2=1Q5L+10-L_ vph(v.) Critical Caps T,,and Pbtartial Capacity,cp Tc=S rsec(Ikble 10-2)cr='I_pcph(Fig.10-3) ' Pleroerrt of c*Utilized and Impedance Factor(Fig.10-5) (v./cpa X 100= P._ ' Actual Capadty,c. cM.=cp.= pcph STEP 3:LT From Minor Street V, Conflicting Flaw,V,1/2 V3+V2+Vs+V4_3-3 +L01+7Zf+4Et-0 vph(V,,) Critical Gap,T,and Potential Capacity,cp T,s ;-/ sec(Table 10-2)cp,_ Q pcph(Fig. 10-3) Actual Capacity,c.c,,,,=cp,X P,=L X__40_ _pcph SHARED-LANE CAPACITY SH= v7+v,if lane is shared v7/c.,7)+(v./S,,) Movement No. v( h) c.( ) csm(pcph) CR LOS 7 1 ZIT t41 2 la E 9 1 29 477b 4 0 0 7 1¢ A J,FUSS&OWEILL PREPARED DATE CHECKED DATE PROJECT NC cxy-milting engir eePS BY BY SUBJECT: -Zew rE SHEET NO. EAAW4,Tb w4 Zo.oD E,eGE , Ei4L h vu1, Ti?.r4A C. / of WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES UV PCPH 4M,0rc 30 Major Street:c..-.,a ro,v 2a. N ll N- Vs 2t 4 98 j_y 'V4_15GeieVZV4A6 Q i V, N-0 V,V9 Dace of cam - 3/P p'pp Z8 rww Paso&. f-twx 0 YIELD Average Running •' N—Ca Minor Street: PHF: Grade e E VOLUME AD Movement Na 2 3 4 5 7 9 ' Wume(vph) 9 s z-Z I8869 Mk(pcph),see Table 101 30 STEP L•Kr frame Mince Street V, i ConBicting Flew.VC 1/2 Vs+V2—_1__+7$_ o vph(V,,) Cridcal Gap;T,and Potential Capacity,cr T,—4 set(Table 10-2)c q—3'3pcph(Fi&10-3) Actual Capacity,c. ca,—cp,—3 V3 pcph STEP 2:IX From Major Street r V. i Conflicting Flow,Vc V,+V2— + _ vph(VN) Critical Gap;Tc,and Potential Capacity, Tc— seccrr.c (fable 10-2)cN pcph(Fi& 10-3) Plerce2rt of c.Utilized and Impedance Factor(Fig. 10-5) (V4/Cp4)X 100—?Q.c P4_ • 8G O Actual Capacity,c. c«MCP4—lt2PcPh I STEP 3:LT From Minor Street D V7 Conflicting Fbw,V. 1/2 V2+V2+Vs+V4——2-+U98+319 +95 .1 Z Z 1vph(Vc?) Critical Cap,Tc,and Potential Capacity,co Tc— *7/ sec(Table 10-2)cr,—0 pcph(Fig. 10-3) Actual Capacity,c„ c,M,—c,?X P.— L30 x 8La.L/Z pcph SHARED-LANE CAPACITY SH v?+v,if lane is shared v,?/c.7)+(vI/4.+) Movement Na v(pcph) c (pcph) c ( h) CR LOS 7 z z 3 1 Z Z,3 9 3 0 3-F3 cc E 4 3-+5 r SS&OWEILL PREPARED DATE CHECKED DATE PROJECT NO c COY1S1Jjt1ng E?1'1glr>eG'PS BY BY Pw fe• G_IZ9/16;1- g6- yT y SUBJECT: Xe TE Zo 9;SJ SHEET NO. WORKSHEET FOR ANALYSIS OF TtNTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Ca orw 30 Major Street:E•,.ve.ro&• 2a. N vsVSWO Grade V2 — V. A 1.4v — V. Q 6 V3 N=0 V,v,v,v9 Date of Counts:- 3/9';r O'S'iOP4JTimeP+edod:O YIELD Average& ning i;;a-_224Mj N=Q Minor PHF• Grade 1E E VOLLME ADJUWMENTS h4ovaausnt Na 2 3 4 5 7 9 Volume(vph) 7 P 135 279 va.(pcph),sec Table 101 4 4 STEP t Kr fim Minar Stieet v, Cog .VC 1/2 V +V, =-- + p_ L.A) 1 I Critical cap,T,,and Potential Capacity,c, Tc-s9 sec(Table 10-2)cp,-370 pcph ft 10-3) Actual Capacity,c. C.0—C"— Prnh STEP 2:LT From Mier Street V. c Flow,Vc V,+V,—Z + .—B. Lvph(V.) CritkW T ,and Potential Capacity, T - secGap, Pa ty,c,, C (?able 10-2)cr-45EPcPh(Fig.10-3) Pelee of 4 Utilized and Impedance Facto(Fg. 10-5) (v4/Cp4)X = Pco P4ActualCapacity,c„ ca. '- i STEP 3:LT From Minot Street D V, CmAicting Flow,Vc 1/2 V3+V2+V5+V4—1+W?+M +-I J vph(Vc,) Critical Gap.T,and Potential Capacity.c. TC-7/sec(Table 10-2)co,-I 20L'* pcph(Fig. 10-3) Actual Capacity,c„ cam,,-c0.,X P.-125X--& -Lq-7 pcph SHARED-LANE CAPACITY SH- v,+vo if lane is shared v.?/C,7)+(v./C.) Movement NaL v( h) c ( ) c.,( h) cit LOS 4 I E 9 3 E ' 4 6Q c FtJSSLP;QIVEIU PREPARED DATE CHECKED DATE PROJECT NO. r*ers BY BYis I kW G. Alret SUBJECT: Zo cjrE '9y T,Ej cE a _ EXTE,e^lj L SHEET NO. LAM V- x a/lns LrED LMM& M IE F ZZI 5- /oc, Z33 0 r fi 1 5 o co 6 0 704 . 9S. f dc, '1 3 ZS _ Zoo. I32 s riziz S X X irt X M X (,1 a. )LT LT )L L r S SATURAMN FLOW ADJUSTMENT WORKSHEEI'FLOC/ LANE GROUPS ADJUSTMEPrr FACTORS dj®.t App' Lane Ideal Nod Luw Heavy Grade Pkg. &n Aiea Ri t [pelt Fbw Sat. Lsnes Width VEhGroWITurn Turn RatMweu+aw Fbw t ( ( ( t ftIr sPCP,wn N rpm9•5 9-6 97 9-8 9-9 9-10 9-11 9-12 M6 ` Fdo oo .9f zoo /oo /.00 Aoc I/.vo 4 1.00 1.00 A00 /00 /.od N8 t 4r02 I /,00 4' 1.00 /.00 /.00 A00 A00/.00 s qco ! J vo .yg /oo /,o o /.oo /oo /b 613 1=8 Too l o oo Zoo /.ao zoo •9 yo LL i 9 f iSS 3C, PREPARED DATE CHECKED DATE PROJECT NO.r EtLL BY BY SUBJECT: 9 g$ EX 1FWAIA L. SHEET NO. 4 3.GP• LANE APT SAT. Fro VV CRMCM- 9 A uERoP V/ i t i-- fts IsRoue 'xsE v:ilw FL-ow R4T10 F1ov,S /C a C . .... . Z33 /GAG %3 _ 33 .91n f . 76,Y OCR k=goo*-tep in 113Z gyp .04z ./03 TERS6 TOA Los - a PRIM ismW" IbW is IAS strd m ® m © m O O O O Lam W/C Cam 'Cycle D dap Lane Ddap hopm n Lace tine AppC Gawp Reft UtW tmgth d, C"W d6 c"w cep Dde+ tab More- x a/c c ("C/%,&) c peft (+e</ ) Way Us (•x/ eeKew c Table9-13 (sec/vefi) Table 94 X 0 9-1 Fo ZS 43 3 ZZ 7,9 2-t7 96 y o Z•! 5 o. 4 I.d Z.z? A s8 lag .sm 9t 9.5+ I o/S 1.48 .eo s G .0 90 Z .6$ J33 • 3 /Oo OF! 3i,08 D J10FUSS&OWBUL PREPARED DATE CHECKED DATE PROJECT NO. corml6ng erxjineem BY BY kw 3-7-fr;L Al.SC SUBJECT: Z-ocirE /Py 9 S _ G4 AlaI J FD SHEET NO. LANE # x Aos crt YawNL L VOLUME U, Ft.o Z S- 0O Z33 W ffi ZSSZ . ys- o d 1 z Zr VIP U14 7 oc, 7(os Zoo a 03 Kromno" SAIURMON FLOW ADJUSTMENT WORKSHEEI' FLOW LANE GROUPS ADFUSTMENT FACTORS O m O O © O O O O ® ® ® AILsat Appr. Lane ideal Na of Line Heavy trade Pkg. Bus Area Ri6l t Leh C.eaq Set LAras Width Mch ape 1j a Turn Tutr Rate w--M Flow t t t t t [f (27t e P~ N a a a rPbg)9-5 9-6 1 97 9-8 1 9-9 9-Iwo 9-11 9-12 NS Do 00 .9f !oo /.00 zoo /.Oc> /.00 ,9 /67& N8 oa ao 1.00 1.00 /.C)o I/00 /,00 NS oo ! /,00 g' .00 /.00 /.ao A o Aao 1.cgo /;2ev sggloo1 I do .fig /,00 /.oa /oo /•00.?53 /oo ES Too zvo oo /,00 /.00 /.00 mrf, FJ(L PREPARED DATE CHECKED DATE PROJECT NO. oolnst.dtrng erx tiee'S BY sG_ 3 Z 3 i. c y$yyti/ 3--Sri IF y SUBJECT: z4rJTE /yy E o.¢fl —f$ — C O/7131, /E,D SHEET NO. 5,.cira,V A j rL 4 3'c N E P14^s ADS' SAT. Fto vv clkmcm- 9 G,o P v C T - Roue v:L o%v Fj-ow uno Z33 /GAG .39 .146 3iZ. .1 z Zys /7eo D l . 3 t DF-+.-AY= Los _ 8 OEM Sexaed'Tkm 7btal l 1AS AppL Lars /c CKvn qde Delay tare Delay PrOPU i M Lars Lase APfL Gmp Ratlo Ratio truth d, CC=* da recw CcmP Q=W Dely U)rs more- X a/c a (sec/Veh) cqm tp (+ec/Veh) PF Delay LOS TAk d t Table9-13 (wc/veh) MMe 9-1 X 9.1 IC6 90 l,n 32.fn Ns 9d 4 3Z A yel -/6' l.o Z•37 -A lam• 90 p.i Iaz z ao 13. 113,2418 to6 90 t g .l o03q4051 39,Dl NGU PREPARED DATE CHECKED DATE PROJECT No. rsuffing engivem 8Y BY cr sueJEcr: ouT-E 173 s.aAVZ;l 4,— .era SHEET No. I LAKE x s Abau rEM Vow.yt LA F Low 1 433 .qs /do 5143 W Z do v$ 0 iz' z.' 305 4-- 440 134 00 or ,z 9 9 9s mo 0+ s Ak-L R«.C- oAD t t In 4e a• 143 W U) s• X N X -pol XTw . x* 'i X4 Yju Ytir = S SATURAnON FLOW ADJUSTMENT WORKSHE T P ~ LANE CRCXRS AD EN I FACTORS O O O O O O O 0 0 0 AdJ.SatAppL C4 ided Nod line He vp Grade Mg. &n Area TSM Leh Flew Mv i ere.RoM Lanes W(eh r l t ` ' rr" 7trt"' rt.a pcpt pry Iff N s 9•S 94 9-7 94 9-9 9-10 9-11 9-12 « oo , •ZOO /.00 /,oo .00 /oo / / 6 y ryS goo / /.off 4' J•oo .asp /•o /cep .S /•oo /boy oD 0v /.moo /.oc .00 /ob /7la`! o / J• 00 S `-- 1900 ( /oo eo 'on /.on oo .SS /.00 1Jy9 W$ Roo oo 00 A co /.c'3o /. /•oo .95 /&?Cv PREPARED DATE CHECKED DATE PROJECT NO. OOrLS tlflg Gf1C IP1tS BY BYQ Ydrf SUBJECT: XT/?/1/L SHEET NO. Acura /1'Y i lDH L.L a — f t •- t 1r cRmc LANE LANE sE APT SAT. Fro vN u C'o p y CAwr.rs S RouF FLOW FLOW RATIO. Z .S/9 r . z9 cd t .63` nFc-Ltc toei c= ,1 3 1, / /o /G G .obZ ,o ' 6 3 . :-- 3ZI 3 W EmieGrSW Pint'hrm Scomd 7ksm Ibw Ddayk LOB s.cw[ O ® m O O O O O O Ira I/e Grem CYde Delay Lane Delay Pwresdm Lane Lmw Appe C. Ratio Ratio L Vth d, CAW Factor C Grove W LOS lei n x SX C (.ec/veh) Cap.atp (a«/veh) PF Delay LOS (»c/ TAle pwnts Table 9.13 (wc/vela) Lbk 1 XG 94 y3 .y(,y 9014,004S 1' 00 /5• its r' .©9 , (oy ?o /U,o o I . u 41QC2 34.y 90 a.y 00 CESooD., C o5 /.00 1(a .44 C OWEILL PREPARED DATE CHECKED DATE PROJECT NO. engiieem SUBJECT: 9 8'4' _ CO f'/ Q SHEET NO. j of 3 LAwE x Ae1 cTt Vaw.y[ LI F L..ow t y99 qs /d o szs s 7 z y 9s /,e o Zoo o o D Z 1 99 G 3A , 9s /,env 3Z/ Y yz .9s i e a S, X f X A4 I-Tsw )6 T J a. )QT LT SATURMON FLOW ADJUSTMENT WORKSHEE'T FLOW LANE GRO[JPS ADIUSTMENT FACTORS O O ® O O O O ® © ® ASat. APPL Lowe Ideal Na of L we Heavy Grade n. dus /M& 14M lsh Flow SAGm Lanes t d t h i t i i (um Rate pcPl 1) N 9-5 9-4 9-7 94 9-9 9-M 9-11 9-12 N Boo 00 . •Zoo /,00 /.00 ,00 /00 / /?toy Too off 00 J oo .o /.cep op 00 /.e o /. .00 /C!O /.00 /?&At 53 y M50 00 .` ,00 ,too /.cue /00 1/.00 .?5- 16-76- t TOo 00 /.00 /oo /.oo /,00 NS '- boo op 00 /.oc /no oo .gS zoo /y9 23MaFUSSM31MMM PREPARED DATE CHECKED DATE PROJECT NO. is err s BY VW 3-a .G - 3Iz 7 I8 "5'g V..0 0 Ay 131 NOD SHEET NO. SUBJECT': ov 4ivDfti,L f — of P"st NthH-7 S LAMS APT SAT Fro v/ cRmc- S 6,*Ro P V A,'""n RovP pNr sE FLov FLOW RATIO. r'"'S C u C Y C(Z .637 t z °9 $s /(o •°' zip 9 oy 9—,l03 SLA' 63 4.fir« First lksm Sewed Zbtm M" is LOS s.l+Kc IWNQ m O ©O O O O e Gem n Defy Lane Dday Propessim Lane Lane App` p Ratio Ratio Ler dh d, P d:FKIM Group Crop Olaf l 6 X S/'C C (sec/veh) Capedty (sec/veh) PF Dday- LOS (sec/vda TAk b c) a Table 9-13 (sec/veh) Md k 91 X 94 164- 90 13.8 gZ i 00 1 00 14. PIS r' .o 6 90 IDd y oe l 8 4' DO QQ 63 .D q 90 163 I• 0 E-S lC3 33S go I 0s IA 152Py 00 ?/1.0 963 oto 400 FUSE,-SOINEILL PREPARED DATE CHECKED DATE PROJECT NO. e-4 gy BYilocorwifting SUBJECT: F,JE C.Cl2.NE s- 5ct.t-t+ wi 1DSc 2- }Mgg - _ SHEET NO.Cx r rl•4C. 1 °i3 LI wE x s AOS LTED Vowma Lw ML FLow 39,5 as '94 30 w 74- 3 1 ciao 8S 00 93 l ti le 15 351 . 9 I ,r.co 43D 4 4 t t Rorf I*A 13' co Poo s 301 sc -I I ZZ 3 co Z45 id 2 co 314 g%JCXA-AWOO 5`3-3 C SATURAMN FLOW ADjusrmENT woRKSHEEr F y LANE CMOUPB AD FACTORS 0 0 O O O O 0 O O ® 0 ® AV L No at t.u+ ,.y cmde ems. 7A,rp s RigM e tic oM MoGmWa+e FAO, Lmm %dth ieh f f f f n T n Rate ILI s pcpl pl) N vP 9-5 9.6 9a 9-8 9-9 9-10 9-11 9-12 A 1900 93 98 .o /.o /.o /.o 10 .82 r 101 ,C)b 10 1.o /.o /-0 91 l.0 1 a 1 .93 1.15 1.0 1 d /.o ).o 1.6 11-0 164 as 18 0o I .9} j .c)5 1.0 !.o /.v to1.o ,9 1 Z6 swQ1900 1.0 l.o /.o 934 ,999 t Si 4- eoo l .93 .96 to l.o /.D l.o I 10 9d 1Sz st E-8 Eco 13 o)b 1.0 /.0 I.p /•U /.o — 1 to Lcm /.o !.o 1.0 1•0 ,9 2 /.o i 97- Vla '- l9cc 1.03 ,f 1.o I.0 1.0 1.0 .99 1.0 )8oZ FUSS&O't BLL PREPARED DATE CHECKED DATE PROJECT NO. BY BYcawlthgElgireem S66 — `i$y i9eg SHEET NO.SUBJECT: Fiv E CCa 4 C7CS - c-r+ rIDS Exr rL -C u 4•r. .eu IC- 6-4 z,of 3 t • • • 3'CAP. s ADS: SAT. FtovN rxmcm- PqLANE UAE U _0 V/C 1Zoup FLOV/ F ow UnD FLov,s C t 4 os4- Zo 359 o vac= t.44 93 Z 1 3-4. 30 1641 Zb 2 294- 40Z .MZ 4 3 19(o IIOZ(o ,,ZI •0 !o t4o I. v i 2°== :t.439SZ454 ,41Z .n7, 442 .41 Ito 9 is "z .o 9Z - TeeS6cnoN Z 24•S 1&9?- •i 44 3 533 4(ao DE IY= ZZr70 o Z cos =F7 Uwe&. etrm Scamd'Ikrm Zbta1Vday k LOS Sdtwc 4 ® m O ®O O O Lane /c Gmm CI& Detail Lane D&y PWFUdm Lane Lie Apprandk AFFL Group Redo Rado 1,ee4th d, Group e,FwW Croup Icacup Ddsp ws Wvv X S/C C (kc/veh) Capeft (sec/veh) PF Ddap LO S (.ec/vch) Tabk a T"9-I3 (set/veh) Tabk 94 X 9.1 zYtn z zo 3 o 00 30. I.r r a 6 zo l .I o I•o v E 4 zo o 13y. 7m 1-1• r— I ZO sM,e I.4r v 1 zo oo F l F s I.41 7., IZo z,Ai 3.06 G ILO 4 2-5 6 . Za l Zo 31. 5 .4 o o wg 4-IC .701 4- 1.oo z z3 r77 LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS - SOUTH WINDSOR AM EXTERNAL INPUT VARIABLES f NORTHBOUND } SMTHBOUND } EASTBOUND f WESTBOUND ff CYCLE LENGTH C * 120.00 } f 120.00 EFFECTIVE GREEN g f 22.20 f f 32.20 }} ff NUMBER OF LANES N f 2.00 * 2.00 ff TOTAL APP. FLOW RATE v(a) f 489.00 * 887.00 f* ff MAINLINE FLOW RATE v(s) f 488.00 * f 987.00 ** LEFT TURN FLOW RATE v(LT) * 42.00 * f 29.00 ff ff PROPORTION OF LT P(LT) f 0.09 f f f 0.03 ff OPPOSING LANES N(0) f 1.00 f 1.00 ** ff OPPOSING FLOW RATE v(0) * 232.00 * 140.00 f* f* PROP LT IN OPP VOL P(LTO) * 0.00 f 0.00 ** f COMPUTATIONS f NORTHBOUND * SOUTHBOUND f EASTBOUND * WESTBOUND ** f SAT FLOW RATE, OPP S(op) * 1800.00 * f 1800.00 ff FLOW RATIO, OPP Y(o) f 0.13 * 0.08 of p/o 6RN NOT BLOCKED g(u) * 7.73 f 24.80 ** LEFT TURN SAT FACT f(s) f 0.73 f 0.79 ** f p/o LT IN SHARE LN P(L) f 0.27 f 0.08 ft ff p/o GRN BLOCKED g(q) f 14.47 f 7.40 *f p/o TH IN SHARE LN P(T) f 0.73 * 0.92 f* INITIAL p/o 6RN g(f) * 4.77 * 6.15 *f TH EQUIVALENT E(L) * 1.54 * 1.43 ff LT FACTOR, SHARED f(a) f 0.63 * 1.00 ** LT FACTOR f(LT) f 0.82 * . 1.00 ** F S 0 PROJECT NUMBER 86 - 464 SHEET 3 OF 3 iMFG IVFJLL PREPARED DATE CHECKED DATE PROJECT NO.30 sueJEcr: .s- scurr.z w r-1Ds - 14 - GoNa w/SHEET NO. fa AwsusrimLANE LA VOLUMM FLau) 36 Z ioo a- S o 0 9-39 L c d d a 39Z . 91' 1-co 431 fir 4 r s rSl.v'r-zb ltourE 30 tt i 3' r 48 co 1964 i 1583 y/ 100 4-1 s 3za If 233 1.oo ZSIo Z' t 2 8 Cd 3 3 3v[.ICLJ1 rJ ST. 60. X Y. is Y-T-. )I- f-3 )L.t-, Y--f" X40- )LtsT )L;Lr = S SATURATION FLOW ADJUSMENT WORKSHEET LANE COUPS AD I FACTORS O O O © O O O O 0 ® ® Adj.at. Appr LAM Ideal Na of Line Henry Grade Pka. Bus Area Right Leh Sat Lanes Width `4eh Tian lun RateMwmrwwbFlowf (f f f i ( a N aTabic (rpbg)9-5 9-6 9.7 9-8 9-9 9-10 9-11 9-12 14 1900 93 9 to /.0 /.o /.o to ,(09r 32 NB boa t 1.0 Imb 1.0 1.0 /.o /.0 0 oo 93 Me) 1.0 1.0 1.o l.0 1.0 11.0 ! Ee 18 0o I .9 .98 10 1.10 u? 1.0 /.0 ,9S 16 26 80o I fib to tol 1.0 1.0 1.0 - swR 00 03 O)b 1.0 1.0 1.0 /.o .aaa .99 500 1 .93 ,9& l.o l.o /.D /.o 10 9d 1ST IL IEco I -93 .fib 1.0 1.0 1.0 /,0 1.0 1Qco 1 to 1.98 l.0 1.0 1.0 bo .9&3 1.o 1699 I 13ca 1 1.03 1.96 11.0 1.0 1.0 1.0 ,99Z 1.0 1802 1.0 /, 0 1.0 I,o /.o.I /.0 1 4.1 WS PREPARED DATE CHECKED DATE PROJECT NO. ergreerscwsuftirg BY BY Ss6 — Yeyytiq/ 9TT CDlr+l g i IE SHEET NO.SUBJECT: Fi v C C,o 2 t4 C-eS - l5i t- T4 v rID SD:yq M t do 1 3'Gf' LA N E ADT SAT. FLovvf c mcf++. q L- E V t 4. . :. . •--1-- Aw Ksa Rovp P111 S Fl ar,/ F oW RAT1d Flows u C c4Ro p /C At 4- 9 1132 3 I 24 Z8t o A 3-r 4 4 303 4• 86 4 3 13l0 !lo.Zlo o 34Z. .. .• A?Q S 41 11970 .4Z 9izo,a4_ -- I o /.sue oe ob 04- .981 Z rEescacnoH s 1622 1 3/2 D oSo F 2 ltrsL 3n!'f as Second 7bta1 iE TA6 O O LAW v/c Ceeen Cyde Detail Lute Ddq Pivp'rasion Lre Lu+e Ap'pL cdow Rado Rath Loth d, GroW d2 Factor GraW Gaup Oetap LOS More- X 6/C C (eec/vela) Cap+dtr (sec/veh) PF Ddap LOS (sec/vela Tale aw b tec) c Tabk 9.13 (set/veh) Tabk 94 x W 9-1 zm I'm lzo ze.I o0 a ewo .3o3 ao .t 4g?- .4 !.o v 6 4 II o+ Ito II IZO sots 1.49 I ZD I40-J54 4-30 2 /.eo F 18 ,L% lzo 4 Z..04 IZO 48.Z3 83 .3i2 i Zo . 4( S3o L6- 4 Fw8eor LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS- SOUTH WINDSOR AM COMBINED w------w-w-----w INPUT VARIABLES NORTHBOUND * SOUTHBOUND * EASTBOUND * WESTBOUND ** CYCLE LENGTH C 120.00 120.00 ** EFFECTIVE GREEN g 22.50 33.90 ** NUMBER OF LANES N 2.00 2.00 TOTAL APP. FLOW RATE v(a) * 491.00 914.00 ** MAINLINE FLOW RATE v(m) * 491.00 914.00 ** LEFT TURN FLOW RATE v(LT) * 46.00 29.00 ** PROPORTION OF LT P(LT) * 0.09 0.03 OPPOSING LANES N(0) * 1.00 1.00 OPPOSING FLOW RATE v(0) * 294.00 148.00 ** PROP LT IN OPP VOL P(LTO) * 0.00 0.00 w---w-------w--------w-w-w w w w---- -----w--w-w r r-----w-- COMPUTATIONS NORTHBOUND * SORTHBOUND * EASTBOUND * WESTBOUND ** MGM--------------------------------------------------w w M w-w--w SAT FLOW RATE, OPP S(op) * 1800.00 * 1800.00 ** FLOW RATIO, OPP Y(o) * 0.16 0.08 p/o GRN NOT BLOCKED g(u) * 3.47 26.19 ** LEFT TURN SAT FACT f(e) * 0.69 0.78 p/o LT IN SHARE LN P(L) , * 0.39 0.07 p/o GRN BLOCKED g(q) * 19.03 7.71 p/o TH IN SHARE LN P(T) * 0.61 0.93 INITIAL p/o GRN g(f) * 3.07 6.44 TH EQUIVALENT E(L) * 1.63 1.44 LT FACTOR, SHARED f(®) * 0.38 1.00 LT FACTOR f(LT) * 0.69 1.00 F & 0 PROJECT NUMBER 86 - 484 SHEET 3 OF 3 FUSS&Q'NEILL PREPARED DATE CHECKED DATE PROJECT NO comkmg engineers BY BY VW 3-1}5r} 3 T's- y T-y y SHEET NO.SUBJECT:C'.C.qrK Sr S1 -RwEwAY— A M Co&07S)W EA 7--ZAFJ=)C—. / of EAK. AkKiCt WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street:C'`'¢ '— N N— 1 vs-2 13! v2 v. 43 Grade f3L V2 V4 A8 Q 6 z VS rr N—[]i Date of Counts: Period- 121 f a SmP 1,31 Time riod- E — L o YIELD Average Running Speed- Gwam N-Qi Minor Street: PHF: Graded—% 5,nc P0a!XWA y VGWME ADJUFnwENTS Move went Na 2 3 4 5 7 9 s I Voiunw(vph) 13 I 2 7 Z o M)L(pcph) see Table 10-1 STEP b Zr hvm Minor,,%e r-V• CalHicting Flow,Vc 1/2 V,+V2— i g + i3 — 4 5"ph(V,,) Critical Gap,Tc,and Potential Capacity,cr TC fable 10-2)cy,,— g)55pcph(Fig.10-3) ; Actual Capacity,c„ S,,—c,,,—pcph I STEP r LT Fs Major Street f V. Flow,V. v3+v2- Zll- +/3/ - - vph(VN) i Critical Gap,T,and AXential Capacity,c T,— S D sec(fable 10-2)cow—/030pcph(Fig. 10-3) i Ances of c*Utilized and Impedance Factor(Fig.10-5) (v./4.)X 100— °P.— Actual Capacity,c. c"—c,—P— pcph i STEP&LT From Minor Sl D V, Ca flicting Flow,Vc 1/2 V,+V=+VS+V,— 14 +31+7 7'+S3—Z I },(Vc,) Critical Gap.T,,and Potential Capacity.co Tc—kt-rsec(Table 10-2)cP,—657'pcph(Fig. 10-3) Actual Capadty,c. c,.,s—cr,x P4— 6 SZx i—pcph SNARED-LANE CAPACITY SH v,+vo it lane is shared vT/c.7)+(v,/c,.,) Movement Na v( ) c ( ) c.,( h) cit LOS 7 13 o 1 4 5 A- e i iLL PREPARED DATE CHECKED DATE PROJECT NO.Fly Oom"tlf19 engineers BY BY w i M 3 7-0 9 8 SHEET NO.SUBJECT: evT 30 4L S rE AR EWA Y —h — C0019"'i F..D TZAF'G. of/E.w+CvTt N D• E.4C ou,. WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VDLI MES VOLLmm IN PCPK wrE 30 Major Street ALA-060,"c.-re v &1& N V Grade Vs ZI :— Z1_ V Vr Q9 r N—ED Date of Counts 1 12 [$MV J-Z Time Nno d: 94K O YIELD Average Running Speed:Y-a&b N—Co Minor Street: PHF: Graded—% S,r e:vE,47 VOLUME ADJUSTMENTS Movement Nn 2 3 4 5 7 9 I Volume(vph)307, z r fo 767 18 Z 9 vbL(pcph),see Table 10-1 Z O 3 Z 1 STEP k Iff fi m Minor St,eet V,r 1 3DFlow,VC 1/2 Vr+V=_ + — vph(Ve) Critical Gap,T.,and Potential Capacity,4 T,— -r-I sec(Table 10-2)cp,,_2 Z'Opcph Mg,10-3) Actual Capadty,c c,,,—c..—ILO pcph STEP 2:IT Frain Major Street V.. i Flow,Vc V3+V== Z1 +3 - s vph(Vc.) Critical Gap,Tc,and Potential Capadty,cp Tc__S sec(Ta)k W-2)cr= pcph(Fig. 10-3) Percent of c.Utilized and Impedance Factor(Fig. 10-5) (v,/cy)X 100—P. Actual Capadty,c, c,,.—c9,_J??pcph f STEP 3:LT From Minor Street V7 Con9icting Flow,Vc 1/2 V3+V2+V5+V4— /I +302+Z67+14=/ vph(V,r) CriticaTGap,Tc,and Potential Capadty,c' TC—-aL sec(Table 10-2)c.,—1.50 pcph(Fig. 10-3) Actual Capadty,q, c.,—c,,X P's—ASO x.10./±SPA SHARED-LANE CAPACITY v7+v,if lane is sharedSH— / V7/Cw7)+(v,/C.0) Movement NoL v(pcph) c (pcph) cSM( ) cit IDS 7 zo f 5 Z5 D 9 3Z FEZO 6g8 APPENDIX D Zi ® FV NEILL PREPARED DATE CHECKED DATE PROJECT NO OOrLsati-ig engineers BY SUBJECT: RvC.KtAp4b NCT S,—. — 1"XTF)1?NAC. SHEET NO. WORKSHEET FOR FOUR-LEG INTERSECTIONS HOURLY VOLUMES Grade x STO 53 ZZ/40 N—CD YIFL,DQ VJ„Vl V• N V. N—Q f._Vs N—Q/ V Grade x 31 _ Grade lsx v nujor road V3 SzoPc.I-- N—p V.v,V9 YIELD O road Tune . ErK.aQ, S,-_ Average P4uwung Speed: s'T,—mrrr PHF: Grade O x VOLUME ADJUMV N15 1Noveamsd Nn 1 2 3 4 S 6 7 1 a 9 1 10 11 12 vokmw(Vph)31 9113 93 5D 413 q zo Zo /0 22 3 bL(pcphL see Table W-1 34- Z 2 / Z4 52 VOLUMES IN PCPH 5 NA vu ru vBe v. NA VS 4 S5 NA NA V2 r v) v v V. ZZI STEP 1:RT From Mirror Street I V. V„ Conflicting Flows.V. 1/2 v,+V:—v.. 1/2 V+V—v.,: z7 +1/3 _ 93 5 vph 0473— VPh Critical Gap.T,(TAL 10.2) 6-/ (set)Sec) tibtential Capacity,cP(Fig.10-3) cP.— Z90 pcph cP„__Jos pcph Percent of cP Utilized vv/cpo)x 100 v,i/cP,j X 100— l¢ x Impedance Factor.P(Fig.10-5) P.— _ pu— •904 Actual Capacity,c..c.,.-cps- 23 0 pcph c.,r—cPSr— pcph S58cO i l tLL PREPARED DATE CHECKED DATE PROJECT NO BY BYconsultingengineers Imo SUBJECT:9 _ SHEET NO. B v c,.k1A N . `MI N ST STEP 2:IT Frogs Major Street V, VI Conflicting Flows.V, Vs+V2—Vc,V6+Vs—V,t L'3 — 9 SG vph Y +493-1702. vph Critical Gap.T,(T&10-2) sec) Sa(sec) Potential Capacity.c,(Fig-NO) cp,— :390 pcph e*,— 520 pcph Percent of c.Utilized v,/cr.)X 100— + % vl/cal)X 100 Impedance Factor P(Fig. 10-5) P,- . 90 PI- Actual Capacity,c,.c,..—cp.— 3 g0 pcph c..,—cp,— PFlh STET 3:TH Frogs Minor Street I V, V„ Conflicting Flows.V, 1/2V3+V,+VI+V,+Vs+V,—V,g 1/2V,+V,+V,+V,+V=+VI—Vct1 91 + 95 —/94vph 43 Critical Gap T,(Tab 10-2) 9 (sec) G• (sec) Potential Capacity.cp(Fig.10-3) c,,—70 pcph cr,r— 70 pcph Percent of cD Utilized v,/c,a X 100— i6 `% vll/Cp J x 100 Impedance Factor.P(Fig.10-5) P,—_99 P„— , 7.3Q Actual Capacity c,.clue—cp,X P,X P, cal,=c,,l X P,X P. 6-9.o x 41-0x 0 x -9-(pcph) x A (Pcph) STEP 4:IT From Minor Street V, LV10 Conflicting Flaws.V, V,.(step 3)+Via+VI=—V,, V„(step 3)+V,+V.—V e Wvph / +" + 2Z—/ Critical Gap.T,(Tab 10-2) L• Y._(sec) 7,(set) Potential Capacity,cr(Fig. 10-3) cl..s_49 pcph cP„— AR pcph Actual Capacity.c,.c,.,-c-x P x P,X P, X P,:cMae—c'10 X P,x Pe X P,X P. x.95,x 34—sO X• 4x x'? x•(pcph)x IL •94 (pcph) SHARED-LANE crAPAC rY MU40R STREET APTROACH MOVEMENT'S 7,3.9 Movement v(Pcp1h) C.(Pcph) CwApcph) ell—CSN — v LOS 7 Z Z Zg 6 a f6 I 53 U - E 9 z-Z Z90 MDM SMEEr An2OACH MaVEMEM 1%n,u Mom vQxph) c.(Pr0) csm(pcph) q—csm — v L06 11 4 6 i so s MAJOR STREET LEFT TURNS].4 Moverr ent v(pcph)e.(pcph) S v us 1 3¢ 5Zo 486 A 4 55 ago 325 Zi J PREPARED DATE CHECKEDFIS&O NEILL BY By DATE PROTECT NO oor lting engineers SUBJECT: 00q6I lIEt SHEET NO.3 c.C AMD4 :DEv-nv Nc-? of 2 WORKSHEET FOR FOUR-LEG INTERSECTIONS HOURLY VOLUMES Grade-Z—x STO rcfz.4Q N-m YIFI.DO Via Vol Vie N L-V. N-[ V,Z— --- N-0 V _ cede x Grade-CLx V, asajor road STOP CeY N—(Z V,VI V. YIELD O vzbjj D Date of im, inG/qs-p- o+iriar road Time Pm;m_!TJX- ImEmpx- PHF: Glade O x VOLUME ADJUSIMEWM Moment No 1 2 3 4 S 6 7 a 9 10111 12 vo)f74 9 4 Z ?d °) 0011 zo 10 101 bL(pcph see Mdk XI-1 g( Jf's z.+2 2 04 vowMEs 1r1 rQH 1f4011 NA via Vol via ve v, NA r v. NA v' an NA v, v) ZIP '21 STET 1:Rr From Minor Street 1 V. V„ Conflicting Mows.V, 1/2 V,+V.-V,, l/2 V6+V,-v<<, Critical T,(Tab 10-2) sec) OWL L(set) Pbeentiai Capacity,S(Fig.10-3) CF.- Z$Z-pcph e er,s- ,p , Pecent of ce Utilized v./c a)X 100 am8 _x v„/cr,J X 100-x Impedance Factor.P(Fig.10-5) P.- •UY pit-1_ Act"Capacity C.taw-cr.-2 Z pcph CMOs-Su--41crL pcph FUSS&01Y8LL PREPARED DATE CHECKED DATE PROJECT NO OOf1S itirg eflC neef5 BYBY 3-17-6:L gC_ygy SUBJECT'•SHEET NO.8 vc.IUA N b Z>&Mt 04 Or Sr. — P N1 CD F3 X-d AAd Lon. STEP 2;IT Fw=Major Street V. Vt Conflicting F1ow!L V, Vs+V2-Va IV Ve+Vs-V.t 41;+ vpl+ vph Critical Gap.T.(Tah 10-2) 467-7 (sec sec) Potential Capacity.c,(Fig,10-3) CV4- r` pcph c,,- 67-D pcph Percent of c,Utilized v./c,,)X - 15 % vt/c,a X 100- /62 % Impedance Factor.P(Fig.10-5) P.- .26 Pt- Actual Capacity,c.c,,,.—cH— a pcph Cat—C,t—yid pcph StEP 3e TH From Minor Street I Vs Vtt Conflicting Flows.V, 1/2V3+V=+Vl+V6+Vs+V;VN 1/2V6+V1+V4+V+V:+Vt-Vctlr F;+-.MP40 fPh ICriticalCap.T.(Dh 10-2) G.9 ("sec) ea• (Sec) Potential Capacity.c,(Fig.10-3) CPS--i as,G_pcph cst t-_6#0 pcph,nPercentofc,Utilized v,/c,.)X 100-Zeo % vtt/csta X 1`00-$_% Impedance Factor.P(Fig.10-5) P„- pit, &I Actual Capacity c.c...-c. pt X P. C. -c,,,X Pt X P. 190 X 1QiX X=-.20-(per+) 1,X"-9 .(pcph) STEP 4.IT From Mirror Street V? LVID Conflicting Flows.V, V 3AM.-.LLL+ t+ t--V } ph V't,(seep +V'`n V. Critical Cap T,(Tah 10-2) 7. Y ). 7.L Pbtential Capacity,cs(Fig.10-3) cr.- pcph c,,s- pcph Actual Capacity c—c,-,—cr?x P X P.X P„xx P,=CW coo x P P,x P.x P. x&6x— A X X x x: (pcph) r x' gue ( pcph) SHARED-LANE CAPACITY MINOR STREET APPROACH MOVEMENTS 7,a,9 Movement v(pcph) c.(pcph) cw pcph)cot-c,N - v LOS a a Flo 9mo MINOR STREET APPROACH MOVEME WM 10,1%12 Moveatent v(Pcph) L(pcph) csm(pcph)ca-cs„ - v LOS 10 j zee 11 fl 12 zq/ MAJOR STRUT LEFT TURNS 1.4 Nkmement v(pcph)L(pcph) cs-C. - v LOS l 5Zo A 4 J E) goo FUSS&OWEILL PREPARED DATE CHECKED DATE PROJECT NO. COf1SlJltl1"1g e1'lglr'1eerS BY BY yi4/ 3-,_Y gam-ysrY SUBJECT: S 8'$' _ xTe?N L SHEET NO.G'.c.4,x f WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major sa"t. G,s - S— N N- a-- V3 23 15?V — a.—_ V.38 Grade V2 V4 21 a % L4 V, N— V:3 V,V9 Date of C u 3/H P f, V• 9 4e0IsroP Time TIMAr.. O YIELD Average%nuwig me N—Q Minor Street: PHF-._Grade a % ST. VOWN E ADASTMENTS Mom Na 2 3 4 5 7 9 Wurne("ph) 52 7/Z3 Z Vol.(pcph),see Table 10-1 178 D 46 SIL L Irr fron Minor Sty et t-0-V, CanBictirtg Fkr.%V, 1/2 V,+V2— 7' +SL —31 vph(V,,) Critical Gap,Tc,and Pbtastial Capacity,4 TC— sec(Table 10-2)c.,,—230pcph(Fig,10-3) i Actual Capacity,L c,,,—cy,—/ o3 pcph j S1 2:LT From Major Street j V. coneictig FioK VC V,+V2- i 4 + 5 Z- 6 6 vp,(Vc4) Csitical GaP,T,and Potential Capacity,cr Te—Z 0 sec(W*10-2)cr— /095pcph(Fig.M-3) Patent of c Utilised and hnpedance Factor ft 10-5) (v,/cj X 100— P.— - 9 53 Actual Capacity,c,,, r —C — /09 STEP 3:LT Fwm Minor Street V? Cadkting HOw•V.1/2 V3+V2+V,+V,— + + + — Critical Gap,T,,and Potential Capacity.c. T,—A.Irsec(Table 10-2)c,— 6 pcph(Fig. 10-3) Actual Capacity,c,. c,,,,—Co.X P 6ox- pcph SHARED-LANE CAPACITY SH v?+v,if lane is shaved v-?/c,7,)+(v./c,.) IMommentNaApe—ph) c ( ) c.,( ) cit LO S aI z 4 q D 2 9 030 4 FU PREPARED DATE CHECKED DATE PROJECT NOJ1SS8.J NEILL BY wq/ G SUBJECT: CL Ap_ 772EET z 133 CO Et SHEET NO.vj,k9 of WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street: r'LA iee-' ,,Sr N Grade V2V J—Z 6 V=-- Va Z31/ V) V) N—a 1 V,V 17 vo F Date of CountxAA f7 ,, L S]1 P Time f e Paw:7" D YIELD Average Running Speed:'—-1 N—Q Minor Street: PHF: Crade ) % VOLUME ADJUSTMENTS Movement Na 2 3 4 S 7, 9 Vduw*(vph) Ut 14 r Z 6 v 85 i W.(pcph),see Table 10-1 10 S1 k R?frc=Minor Sbwt r V, Cm icting Flow,Vc 1/2 V)+V2— + _— vph(V,.) Critical Gap,Tc,and Pbtential Capacity,c. Tc— ''sec(Table 10-2)cp,—1=D-+ ph(Fig.10-3). Actual Capacity c„ c.,,—c70—10010Pcph STEP 2:LT Fro®Major Street j Vs C Wicting Flow,Vc V3+V=—1 + vph(Vc.)s i Critical Cape,T,and Potential Capacity,cp TC—Q.sec(Table 10-2)cr—103Q+pcph(Fig.10-3) Penxnt of c,,Utilized and Impedance Factor(Fi&10-5) (v,/ X 100— /4 cps— 0 Actual Capacity,c,. c.,—cv+— ! 11;cPh SM I LT From Minor Street D V, Conflicting Flow,V.1/2 V)+V2+V)+V4- +Ydj+_U+/39- vph(Vc,) Critical Cap,T,and Potential Capacity,c. Tc-LL5-sec(fable 10-2)c,,-6-f-5 pcph(Fig. 10-3) Actual Capacity,c., I c.,,-cp,X P4-!ISX•901—,6/Zpcph SHARED-LANE CAPACITY SH v,+ve if lane is shared V?/C.,),)+(V./c.,.) Movement Na v( ) c ( ) c.,( h) c LOS 7 1U Z 4 9 94 A 4 3 q t 61 ''" Z FU L0NEIL PREPARED DATE CHECKED DATE PROJECT NO OOf1StJltiflg engineers BY BY fXTEI ti 9 L SHEET NO.SUBJECT: ov 7 3G S P/ ofE't.c..vC Ta•v .tc+.eo E4C. I ov. Ti 4/c C. WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOL LIMES VOLUMES IN PCPH CowrW 30 Major Suet:EA.c.•ver ".eo. U) N N= VS±z 2wa v2— V. 3 Grade V: -- V 6 V O% 61 V, N-p V,V, v .,V Date of Cournts 3 1 1C'S70P Time I%iod:O YIELD Average Speed: o N—0 Minor Sqeet PHF:_Cade o % C1.orrx Sr. VOWMEADJUMMUNM Movenm t Na 2 3 4 5 7 9 , Volume(vph) 9 Z 6+3 4 4 V? f s 9 Val.(pcph),see Table 10-1 3.3 S f STEP L-RT hm Miner Street V, Flow,V. 1/2 V,+V,— 3 2 +'S 72--9 Z4vph(V,,,) Critical Gap,Tr,and Potential Capacity,c, T,—572 sec(fable 10-2)c.,—3 2Opcph(Fig.10-3)` Actual Capacity,c„ c w—c,,—3?•Opcph 51 1 LT Fro®Major Street j V4 corneicting Flow,Vc V,+V2- 64 +g9 2=9-56 rph(VN) Critical Cap,T,and Potential Capacity,c, Tc—S2;rsec(Table 10-2)c.—-510 pcph(Fig.10-3) Pie m oft,Utilized and Impedance Factor(Fig.10-5) (v,/c,,j X 100 P,6_ • 9 4I Actual Capacity,c. C04—c,,—3 O pcph S"M 3:LT From Minor Street D V, Con9icting Flow,Vc 1/2 V,+V=+V,+V— 3 Z+81Z+4Z+33 —13$S (Vc,) Critical Gap,T,and Potential Capacity,cp Tc— ;-z sec(Table 10-2)cr,—10©pcph(Fig. 10-3) Actual Capacity,c,c,,—c,,X P.— /00 X •9+7— 9S Ptph SHARED-LANE CAPACITY SH— v?+v9 if lane is shared V7/c.7)+(Vv/c,A) Movement Nan v(pcph) c (pcph) cs,(pcph) CA LOS 7 SC 41S 46OG E 9 S+ 32a 4 3q p 3 s 3 FIjSS&ONEtLL PREPARED DATE CHECKED DATE PROJECT NO. consulting engineers BY BY I eoN( 1Et SHEET NO.SUBJECT: GTox1 C44P-< tE 7-_ fEF=1 I 1 WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH QTIF 30 Major Str N V,M I N-Cq V S::' V2Grade V.11. V 2-----------en. V,V. Date of Coup GKS--MP Time Fasod.o YfELD Average Wuming Speed: N- Minor Street: PHF:_Graded-% 1'LA K 6Z' VOLUME ADJUSTMENTS Movement Na 2 3 4 5 7 9 r I Vaume(vph) 9(a 4 0 SDI 170 W.(pcphl,see Table 101 STEP L•Xr from Minor Street V• c Flow,Vc 1/2V3+V2me'4 +%A-w4vph(VA) Critical Gap,T,and Potential Capacity,c* T,-.I sec(Table 10-2)co-ZW pcph(Fig.10-3)- Actual Capacity,c„ c.,—can—ZW pcph STEP 2;LT From Major Street V. i Canfliicting Flow,Vc V,+V2- O + %A-1aI4 vph(Vc,.) Critical Gap,Tc,and Potential Capacity,c* Tc- 1.sec(Table 10-2)cp,-pcph(rg.10-3) l Facts2t of cr Utilized and Impedance Factor(Fig.10-5) (v./cp.)x P — &5V Actual Capacity,i; c,,.—cr.— pcph STEP 3:LT From Minor Street D V Conlikting Flaw,Vc 1/2 V,+V2+Vy+V.—4.+N4+!, 21 +-,'D-—Ey h(V,,) Critical Gap,T,and Potential Capaaty,co Tc—-L sec(Table 10-2)co,— pcph(Fig. 10-3) Actual Capacity,c. c,M,—c*,x P.—.&a x pcph SHARED-LANE CAPACITY 14 SH v,+v,if lane is shared v.?/c..,x)+(v./c...) Movement No. v(pcph) C.(pcph) c.,(pcph) cot LOS 7 9 F 9 log 4 ar FLOSS&O`iVEILL PREPARED DATE CHECKED DATE PROTECT NCjOOf1S'Ujting engineers BY BY Mivt# 1g661Aq s&-yfey SUBJECT: u rE 30 9 8' 9FxTC?/M L SHEET NO. 7Z4Fge. / of/ WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH 00 urr Ma Major Street:F,I-44 MAJ .2a. N N / VS z 437 VS— z Grade 3_ L V2 V4 /88 V2---- V4 —L88 Q96 V2 N= Date at Counts:- /,? 9 I 3'smp Z Tune Period: P AA rF x — — 0 YIELD Average Running :12141 N"Q Minor Street F_ PHF-. Grade or E VOUMME ADJUSrMENTS Movement No, 2 3 4 5 7 9 iVaua+e(vph)4 3:if 33 188 g S z /7 g o U(pcphl see Table 101 _ Z Z/g$ STEP k AT Rams Minor Street r V, I Cog F'loM,VC 1/2 V3+V2= + —¢vph(Vc-) Critical Gap,Tc,and Potential Capacity,co Tc—-42F sec(Took 10-2)cy,— 0®pcph(Fig.10-3)- Actual Capacity,cw cw— — 6 O Opcph STEP 2:IS From Major Stseet V4 ConHictirwg Flow,VC Vs+V2— 33 +4334 — 1?o vph(VC.) Critical Gap,Tc,and Potential Capacity,cp T,—!E:Z sec(Table 10;2)cr—_'71 pcph(Fig.10-3) cant of cp Utilized and Impedance Factor(Fig.10-5) (v,/cpj X 100— 4—Af-' Actual Capacity,S„ c,,.—. _j.LQ pcph i STEP 3:LT From Minor Street V, Codkiing Flow,V. 1/2 V,+V2+VS+V.—f' ++YSt,zoos /6 Vt2) Critical Gap,Tc,and Potential Capacity,co Tc— 7 L sec(Table 10-2)cp,— pcph(Fig. 10-3) Actual Capacity,cs, c.,—c',X P.—X--1'- -pcph SHARED-LANE CAPACITY SH v,+v9 if lane is shared v.7/c.,?)+(v/c.*) Movement No, v(pcph) c (pcph) csm(pcph) cit LOS 7 Z1 t 9 88 600 i 4 5D3 r IFUSS840il EiLL PREPARED DATE CHECKED DATE PROJECT NO consultll'19 engineers BY BYi3 34-06 S6- 1Lf y SUBJECT: Xew rr— 3o l 9c9J P.1 SHEET NO. EAs,r vy row,+ Re.oa fJ r,- k ITAP 01/ WORKSHEET FOR ANALYSIS OF TtNTERSE NS HOURLY VOLUMES VOLUMES IN PCPH Re uT4 30 Major Strict:aL ,,,,,4 Ad Qa. N N= V,l 479 Vs 103 Grade v: — V. V2-- V. tv Z-O 2 V, N—o I:-- 7 v,v, Dan of C=UL- P o'er 1 k rurw Period:" o YIELD Avenge Running Speed-2V4aij N—Q Minor Street: PHF: Grade%E E VOWME ADASTMENTSIMovementNo. 2 3 4 5 7 9 ' Volume(vph) 41 13 J t64 1 031 4-6 60 bL(pcphl see Table l0-1Emma 53 STEP k Kr front Minor Street I'07 V- i C°nfcdnB Flow.Vc 1/2 V3+V=S t vph(V Critical GapT ,and Potential G T —pity.4 sec(I'abk 10-2)cg—-Et pcph(Fig,y0-3) Actual Capacity,c„ c.O — pcph STEP 2:LT From Major Street r V. Can9icting Flow,VC V3+V.— `lam,+ ° — a) Critical Ga T ,and Potential Capacity, T —P . c, sec(Table 10-2) Lpcph(Fg.10-3) Percent of cr Utilized and impedance Factor(Fg. 10-5) (v,/cam X :;:Icp p. Actual Capacity,c. S6—tSTEP3:LT From Minor Streit V C dkting Flow,V.1/2 v3+v2+vs+v.-3 +4+1 1 +Z V,,) Critical Gap,Tc,and Potential Capacity,cp Tc—-2-L sec(Table 10-2)c,, _pcph(Fig. 10-3) Actual Capacity,c. 1 c.,—c,,X P.—fly X_ZIAD— pcph SHARED-LANE CAPACITY SH v,+v9 if lane is shared w?/c.a)+(v./cme) Movement Na v(pcph) C.(pcph) CSH( h) cit LOS 9 540 L 4 FGM INaLL PREPARED DATE CHECKED DATE PROJECT NO. consuting ergreers BY BY SUBJECT: .-ov rE 19 y 9 9 FKT L-SHEET NO. S s.r 4ry ERcE . _ / - f LAm E x VowMt LA VoLums P M F u, O 1971 . 9s /o o -I-o 6 905 . 9s- i. ejG 9 3 35 4- 400 33 s F 1 f' /' r / r• s• X N X. -PIS TMe 'v. t3 A.tIr, ow- X40. yftTLf X.rLT S SATURA N FLOW ADjusrmENT woRxsxEr P16OW LANE GROUPS ADFLMMUNIT FACTORS o o 0 0 o o 0 0 ® © ® Ad& App' Lafw ideal Na of Lmw fkGnoupSet. Lams Width4y Grade Pkg. eus Tum RateAye c Rim loft oc~ N . Vp9-5 9-6 97 9-8 9-9 9.10 9-11 9-12 0 /.00 /.00 ADD Zoo .9 167& NS i 00 ,DO J•dO I.oO .C O 00 /.vb f N 8 o0 1 /,oo it 1.00 /.00 40cO Avo A 00 I.cam /Gr sg Q-oo ! I vo . f /ao /.ov /00 / eo ES Op o I gir EAOO Zoo Aoo Zoo ,7 j PREPARED DATE CHECKED DATE PROJECT NO. 2 OO wlt BY BYngengreers SHEET NO.suBrEc-r: t •_ • • • r III { ' i 4r 3.C P LANELANEAPT. SAT. FLO vd c Rmc.AL R F RAn FLow5 vc 4Ro P Y/ ouP FLcvi/ Low DC 97 r Z 9S3 3Sd' .Syg ,bo joys ,9 Z : :.-9 9 3-73 /75'0 .Z/ ,Z 3 Y/0 aesr noN DELAY= ILoS = C 4t.taw&#- Gcoup Mgt'gsm Se000d arm WaDdST&L+06 Stwt QLi m O ®O O O Green -Cyde D&y Lane Dday Prop emm Lane Lane APR Rado Rado. L W& d, Group d6 CAP r P D'fL S X S/C C (sw/ Capdh (/) R Dday (oK/ T"( sec) c TAU 9-13 (sec/veh) TaMe 9-1 XGI 94 yyo ." 90 ho 58 9/ .Go/ 5o 12.06, toys 8.0 ao zo.5 C yio D /,00 2 2 52 E FtJ IVBM PREPARED DATE CHECKED DATE PROJECT NO. corvxlbng er4f1eerS BY BYg L kw 3-/7-sr;L I V- G. 3/z31Ff '?6 -Alq SUBJECT: F-Ocjr-E i 9GQ NE 179ycOt3/ SHEET NO. i, LANE x Ao3wtrf-u YowKt l ME Ft,ow yG ioo ys Zoo 7yz 9 Z 7 39z 00 3 t /z x N X t,.yj, }. ' X T %.LL Jo.. XTLT Y- Lr r SATURATION FLOW ADJUSTMENT WORKSHEET PLOW LANE GROUPS AD FACTORS O O O (D O O O O ® ® ® Appr. Line ideal No Of lane Heavy Grade Pk& Bus Area RiaM Leh Flow row Sat Lanes Width 1kh pe Turn Turn Rate ia+es Fbmv t t [ ( [ [ [ ( s P~ N a aT&bkh p9-5 9-6 1 9a 9-8 9-9 9-10 9-11 9-12 8 '`oo oo .9 zoo /.00 /.00 /•oc> Zoo ,9 /67G 1.00 /.00 Zc>o /.oo /.ao i.o o Zoo /.00 /goo /.=/.ao /;7G 58 Ado . f /oo /,ov /00 /. . m zoo /-3 O 00 FUSS&OINEILL PREPARED DATE CHECKED DATE PROJECT NO. BY BY I Vva 3-+-Sri- ' ' 3lzz/p y SUBJECT: 9 g$ C'OMB%F 7 SHEET NO.you rE yy t?Ec.E . -P - SWA"An v1G iciG 0 3 PHASE 04 1 LANE PH s APT SAT. FLo vN Cp Mee- Rop y Rovp FL.cw/ FL-ow Rgnl> ws /C C ff,.fz Z3 Zr/ T RS6G710A( Ws DeLAY= LOS = 1 4.1 a Pi t'hrm Sao"'hsm Ibtat 1c L+OS S tvkd p m m ® ®O O O O Lane V/c Gam Cy* Delay EMU Delay Prove ion Lane Lace A fmiCampRatioRedoLmV& d, Group d= how Group Group Delay L06 Move- x 6/C C (eec/veh) Cap.dh (9ec/VeN PF Delay LOS (aec/vd* MMe a a+b set kc Table 9-13 (aec/veh) Table 94 x 0 94 yyo 90 to l3G blo/ o (0.7 CoG l.D I ss 90 aNOLL PREPARED DATE CHECKED DATE PROJECT NO. cormitirg @f'4reem BY BY 1M 3-- G. 3-23-8,7 366-ve y SUBJECT:E /9 y 9$ F)(rk AIA L SHEET NO.your S•vp,•c. •2o•ap - 7D LAwE X Ao3„tTED Vou..yc lA H Ft.ow t 6fI .9's000. os f- 65 6 6G z 303 9s Z 60 3 9 oAD 2 lr' d- o Y. Ai-.,L iw }. t, x T* X-cm- X Tay. )LT tT X- LT S SwivRAn0N FLOW ADJUSTMENT WORKSHEETa` ' cArrE GROUPS ADIUSTMENT FACTORS APPL Laane f®1 Na of Lane I a G a d M®ra R©t Lh Fkw For tines WiWth ( MV ! 106Wi f fm m Rate pcpipl) N 11 uw 9-5. 9-6 9a 9-A 9-9 9-W 9-11 9-12 « N TOM ao oo/,00 /,00 .00 /00 Gy igoo off ao /.00/cam .S /•oo /boy Sno l /•00 CIO /.00 Acao .00 /dO /oo /761 Y 120 t .00 -7T ,ace Al 00 /.gio /oo /c00 .?T-lep;I(. t D A on /00 .00 /00 /,oc) oo 00 /oc% /on .CIO .SS /,00 /y9 gir V oo A 00 /.coo /.00 •cap .9S /Co i Mirmo tVSLL PREPARED DATE CHECKED DATE PROJECT NO. OOf1St. tiv et'191 1 Y 3-K- %?-G-3-Z3-9 BY yg/ 19'ar EXTE R N A L SHEET NO. J- A- :D 3 1 t 1-._Gt 3.GAP. LANE }1a,sE APT SAT FroW CRmc q LANE v fSis 61ROuP FLOW/ FLOW VAnz> Fbv /C Ro P /C t t_ Co 7o v .2 3 ys8' OQ 9Q Z TE SiGTOI.3 q 3''99 .v53 .v / DSLAYs/Z.443gG ,oY o G Z S3 LOS - lar« Firat'm Seo and 7krm ZbadDdmy&LOB S tVAd O ® m O O O 1 O O O Lane roc cceen cycle Detail Lane Delay PnWessien Lame bane AppnmKh AM coup Rado Radio tArto d, QcV ds Ficbw Crow ccoup Oday LOB 140r x R/C C (w/veh) Capocky (sec/veh) PF Delay LOS (ow/vah) I" a+a+ts set c Table9-23 (sec/veh) TAk 9-1 X M 94 NS r' •/Z6 ssr 90 1r • ba o o l.°. y .gZ o l. 4,631,00 E-S 3 .orb o I/y I , /.00 t .53 ,orb 90 T.•Z 3. o0 33.7,E FUSS&OWELL PREPARED DATE CHECKED DATE PROJECT NO. engiverg BY BY 1rV/3--,z h? G. 3/Z 3/8 S fry SUBJECT: C O M C141 eAD SHEET NO. a.v 4vmiv-E c / oc/.- 77.4F,=ic. LANE x s ADS LTED Vow«yt LAYaLur F•o CPO 79 t zo o G. 66* x N X Tv1 xTIw 14 t X t (.LL a. TL! TiT S SATURATION FLOW ADJUSTMENT WORKSHEETFLOWLAMCUXJPSADFACM O 4 O SOL Lance m O 4 O O ® lklm Rate Left Adj.s.LA Lam leer No G( LA tks Gr.ee . eus /1r ra Aor+ I n f. fry 9 94 9-! 9-10 9-11 9-12 ao 00 /,00 /,oo .00n /60 Acc /7eo y too off Aoo .00 /.oo%co .S so J.00 /6 o y 3 800 / /-oo vo I.00 /.ao /oo /oo 00 /7lo'Y s3 t /•oo .IV ,o o colo Zoo /oo .9s (77G coo /.on /00 .co .SS Zoo /y9 oo oo A oo /.vo /. /.oc3 i ry PREPARED DATE CHECKED DATE PROJECT NO. er-i BY BY Vw 3_ R•G . 3/2 3 It-; SUBJECT:„ gy C'0 il'I Blv rO SHEETNO. iouTE i lD yic. 2 _f 3 vr LANE A APT SAT. Frov/ ctirc.A+- S c, p / tsiS yRoup FLjOW FLOW RAnD Fi.owg C C z 7// Z Z /boy .DAP sue! oo ,rya n u•tSG 1o v G=.Z t G 7G Alyy Z. es cnoN rr S 3 G Flo .DSn D y l Z 1.669DELAY 9 Z oS = 3 Phd than Seand M"Ddayis LOB O ® ® O m O O O O Lame w/e Grua+ eyrie Oetap Um Deky PmVreWm Lam LAm Affcoa& AM Gc=q Reft Raeb Lid+ d, Groupd: Factor Grasp Group Dday LOS More- X S/C C (sec/vch) Opidh (sec/veh) PF Ddap• LOS (sw/`rda Table sr m sere) a Table 9-23 (sec/veh) Table 9-1 X M 94 r4' .5&1 590 //.o'f 9 a /• o cv rZ.B NS o0 0. 01 .oe ZIL 2.48 90 27.8 2 yy 3.80 z6. 6 z c q.39 ?3 ES z vim/ 0 30• 9G /i/ /Z• SZ /.00 -43. ¢8 5 4/• E 00 oorsithg FUSS&OTMLL PREPARED DATE CHECKED DATE PROJECT NO. er-4neers BY BY SUBJECT: G,vE Gc i2r•l S- 5 er.-} „1 r,j c- M r"x Te A C. SHEET NO. Ajr,04 0!3 LAwE X Ans srt V0.0"a LwVo umv- FL.0U3 Qo 1 q,F ws -+4o hco S19 3 1.V' L Ar 1 Pmjrw 30 13, Z38 co Zoo 7-4 100 Z8c) r` zs A 3.39 r.,00/. 00 748 N' 144 zAp vG1LL D ST - i 34o 2. .Y. X -P.1 Y.T$W X t' X t •FL Y.;a. yjXX x;LT S SATURATION FLOW ADJLSTMENT WORKSHEET FLOW LANE CMOUPS ADRSMEN I FACMRS 0 0 O 0 O 0 O O 0 0 0 Ad s.c Lane ideal No ad lane Heavy Crade Pkg. 9m At ea Rift Lek Maws Floc+ SOL lance Width llkh I E ` Type fern lien RateMalNfs pbw9-5 9-6 9.7 9-8 9-9 9-10 9-11 9.12 A 18ao 93 .95 to /.o /.o /•o /.0 , 50 iZ IS 1 10 .9b /.o 1.0 to l.O ,9 /.o 1-420 f o 1 .93 .95 1.0 1.0 I.o 1-0 l•0 ae L 8ao 1 •9 .98 1,0 /.0 /.a 1-0 /.o ,9S 16 Z!a MOO 1 18 1.0 to /.o l.0 /-0 - - swa loco 1.o M& 1.o 10 1.0 /.o w 0,999 ISZ3 eoo / .93 .96 /.o 1 /-0 /.O l.0 10 .9r lS' EZ3 i' ISco 93 .0)b 1.0 /.o l.0 /,0 1.0 .32. -ez,-2;- 13co 1 to 1,98 /.0 l.o l.o l.o Imeol /.0 1-4Z 1.03 I.C)f) I.o 1.0 11.0 1.o ,983 1.o 147 1 e c I .93 1.98 /.0 1, 0 t.o /,0 /.0.1 .,531 ov3 PREPARED DATE DATE PROJECT NO. ergneem— CHECKED gy BY SUBJECT: Fi v ,e2 EIS' - .-}( ..)i s? 9 Z SHEET NO.R MI S1/rAfl l i _. T 4 i f3 3.GAP LA N E AS APT SAT. FLOW LAm G'ito p V m Roue P" F,.ow FLOW Une> ws /C C A-t 4 6q4- i31Z ,4b0 .31 19 144Z 4 31: two .219 319 A 3¢ n9 39 . 31 3' SZ 9 ' 4 3 1-9 5- 162G off t 1.44 %-/•.Z ilo , .. .. . S' 190 2 zoi .445' .1Lo j4_.._ .. I zoo /_S .128 .O b9 1 1.43 9 TEesscnoN Z 1491, I tZ ?40 1?29 3+D J.1(V9 DELAY=1-16.9q LoS = F 5 4 Grow - Pint 7frm Seooed TbrmDday Zbbd Vdaylc LOTS o smw+c O ® ® m ®m O O O Lone V/e Green Cede Detsp Lone Decry Propesion Lane Lane AFFL Group Ratio Ratio Len6th do Gear d3 Facea Gr o u p Group Delay L S Mono X R/C C (eec/veh) CapsdtJr (sa/veh) PF Delay LA6 (sec/vd) Table a enb set) t Table9-13 (set/veh) Table 9-1 X 94 tfi 68 ,31 zo 27.o8 s49 9 /.o o X-1 333 r Sze • .9ro q IZ,o 1 oSZ I.00 L i to 1 ZS 3 33 o 1ZO sK 1.441" •i32- r to 4-4 ar Zo 1 3.1 P d3 1 s 1,4 ,a84 120 4a 139 too F U69 .3?0 1 Lo 6 40. 498 .281 12.o Z , 31 Sa Z tof e o 2 . lug 1, +39 .281 I 3 ,s Z44 oa 3A f 24LZ LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS - SOUTH WINDSOR PM EXTERNAL INPUT VARIABLES NORTHBOUND *• SOUTHBOUND * EASTBOUND * WESTBOUND ** www-w w w-w w w w--w--www---w w-w-w w-w-as w-w w w w CYCLE LENGTH C 120.00 120.00 120.00 ** EFFECTIVE GREEN 9 • * 35.10 31.80 31.80 ** NUMBER OF LANES N 2.00 1.00 2.00 TOTAL APP. FLOW RATE v(a) * 981.00 702.00 591.00 ** MAINLINE FLOW RATE v(m) * 981.00 526.00 591.00 ** LEFT TURN FLOW RATE v(LT) * 80.00 176.00 28.00 ** PROPORTION OF LT P(LT) * 0.08 1.00 0.05 OPPOSING LANES N(0) * 1.00 2.00 1.00 OPPOSING FLOW RATE v(0) * 333.00 591.00 526.00 ** PROP LT IN OPP VOL P(LTO) * 0.00 0.05 0.00 w--w----w-w-w w-w-w w--w w-----w w w w---w--w---w-w w w w w w w--w-w w w w w w** w-w w-w w-w-w--w-w-w--an w-w-w r-w---w w w w w---w w w w-w w w w w w w-w w-w-w r w w w w-w w w w COMPUTATIONS NORTHBOUND * SOUTHBOUND * EASTBOUND * WESTBOUND ** w-------w-w w w w w w w w w w w w w w w w-w----w w w---w-------w w w w w-----w--w w--w-w--w w w w w w w-w w w SAT FLOW RATS, OPP S(op) * 1800000 *3429.24 * 1900.00 ** FLOW RATIO, OPP Y(o) * 0.19 0.17 0929 p/o GRN NOT BLOCKED g(u) * 15.83 13.43 4.62 ** LEFT TURN SAT FACT f(a) * 0.67 0.51 0.55 p/o LT IN SHARE LN P(L) * 0.27 1.00 Oleo p/ GRN BLOCKED g(q) * 19.27 18.37 36.42 ** p/o TH IN SHARE LN P(T) * 0.73 0.00 0.20 INITIAL p/o GRN g(f) * 5.08 0.00 0.49 TH EQUIVALENT E(L) * 1 .69 2.22 2.06 LT FACTOR, SHARED f(m) * 0.60 0.32 0.05 LT FACTOR f(LT) * 0.80 0.32 0.53 w--w w w w w w--w w w w w------w--w F & 0 PROJECT NUMBER 86 - 484 SHEET 3 OF 3 ct t;•cQ.O• PREPARED pA'f'E CHECKED DATE PROJECT NO.nljrl3;0ry .ftk engir eery BY 13-/:7-1r77- BY 6-yffi( YA/ 17 TT to Vo SHEET NO. SUBJECT: ;::iJ C C c a-H e-"- 5 c of-?a w i r-4 t>s c o,- PIA of a x Ao1 zrEb Vow,c L 8P VA F F Law R.ourr Igo dTV td fly I 503 . 9 co 57.9 iL.v' rr 30 13' Aar 01 401 too 41-3 tic 1 Sob co 833 t OtA a Zz.60 9-4 40, JCACA-At-40, ST" 1 404-o0 4110 14 X t TM y T3 X.Ti C.tL1 a• TT X.TLT JY. o no.• SATURAMN FLOW ADjusr TENT WORKSHEET FLOW LANE CROUPS AD EACPORS i AM _ [tee weal Na of Lane He 1 ce0ade P. aO Mres Left f1oM Gmw Sat Lanes Width why ape Tim Rate b w f f I t f i f peppq N s rpbw 9-5 9-6 9-7 9-8 9-9 9.10 9-11 9-12 18ao i .93 98 /.o /.0 /.o bo to 1 8 iZoo t+- boa I l.O ,9b l.o 1.0 0 /.0 ,9 1.0 137, LAC 1 .93 .°f 1.0 1.0 1.0 1.0 1.0 36 1 .fib LLB to 1.0 1.0-3 .fib ).0 1.0 1.0 /.o eoo 1 .R3 ,96 /.o /.o /.D /.o 1.o .9 b 1•0 1.0 1.0 1.0 .9bo L 0 1 Z via N.- IBCD 1.03 .D 1.0 1.O Z goo 1 -9,3 .q8 /.o Ito I.o I,o /.o. . 5 88611 F:U%43S&<)IMQLJL PREPARED DATE CHECKED DATE PROJECT NO. coroj*vef1Cjreem BY BY 6 — IfIT Y Y1 1347-T-7-1 19Ts M B iatb SHEET NO. SUBJECT: Fi v C C,o2 0-4 CIES LZTA ..)ir D sO t Pt-I j E4C /74 u Z. t 3 i t LANE3'UP LA N E APT. SAT. RooH/ 9 C C'RoU P v/ p RouP " sE FLov/ FL ow RgT10 C 48d- ,2S 3•D 3 ass .ii l /.sb .. .: . em 3S 3 MOB 13 I2 1.drs EZ Z 33 1* 41 Y=394•!S= F z 4.4rs Plnt bras Scomd'Rsm 7bta1 G L06 s.ct at 4 ® m O ®O O O Law v/c G ew cyde vd cane LMW GeoW Ratio Rath LoV& d, QmV 3 FKom Gmp t ro* Delay LOS I&VI x E/'C C (sec/Veh) Capeft (sec/veh) PE Delay IA6 (we/'rd`) Table c Table 9.13 (sec/veh) TAk 94 X 9.1 676.9Z J v o 3Z1• tr+• 2 zoo Z9•5 3 4 4. eo A o 0 34,/4 9 ze 8 ito 64. .0 J.0 v V.63 7z9 4 t.Gfi Zo G`7 111 4-6o ..o 63. s 1 zo 0 0 s +8 f.ro D •1ZG I zo 1z— i q 19 400 GD Z IA tzo •oo 1 Z i.00 24.3 It — - ,Zp 00 29.7.8 l,1 ,4r rzo Z9,90 21 I-vo IJ-4.10 464 ,w l I Zo Z .1 iSa2 O•Sl .o o 6Z uu81.011 79 / 44• Z49 IoS4.Mo /.eel LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS - SOUTH WINDSOR PM COMBINED Gomm-w---w w w---w-----w-w-w w-w-w--w----w--w-w INPUT VARIABLES NORTHBOUND * SORTHBOUND * EASTBOUND * WESTBOUND ** no-------w w------------- CYCLE LENGTH C 120.00 120.00 ** EFFECTIVE GREEN 9 34.20 24.40 NUMBER OF LANES N 2.00 2.00 TOTAL APP. FLOW RATE v(a) * 996.00 649.00 ** MAINLINE FLOW RATE v(m) * 996.00 649.00 ** LEFT TURN FLOW RATE v(LT) * 95.00 28.00 PROPORTION OF LT P(LT) * 0.10 0.04 OPPOSING LANES N(0) * 1.00 1900 OPPOSING FLOW RATE v(0) * 333.00 411.00 ** PROP LT IN OPP VOL P(LTO) * 0.00 0.00 w-w----w w w w w-w--- COMPUTATIONS NORTHBOUND * SORTHBOUND * EASTBOUND * WESTBOUND ** w--w Gomm----w------w r r-----w-w r-r w---w-w---- SAT FLOW RATE, OPP S(op) * 1900000 *1800,00 ** FLOW RATIO, OPP Y(o) * 0.19 0.23 p/o GRN NOT BLOCKED q(u) * 14.72 3.89 LEFT TURN SAT FACT f(a) * 0.67 0.62 p/o LT IN SHARE LN P(L) * 0.32 0.54 p/o GRN BLOCKED q(q) * 19.48 28.29 p/o TH IN SHARE LN P(T) * 0.68 0.46 INITIAL p/o GRN q(f) * 4.12 1.68 TH EQUIVALENT E(L) * 1.69 1.82 LT FACTOR, SHARED f(m) * 0.55 0.09 LT FACTOR f(LT) * 0.78 0.54 w-----w-w------w--w"as w w w-w F & 0 PROJECT NUMBER 86 - 484 SHE ET 3 OF 3 FUSS&OWE1LL PREPARED DATE CHECKED DATE PROJECT NO. BY BY30JOCSJltllgelglrS W MAIO 3-1W A of S`'' SHEET NO.SUBJECT:C'LA K Sr 4 SITE bRwawAY— V/-Ce)0791Pj E.t:,. 7-'ZA1rFIG... of 7:kc..4, Aio%j WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH MaimStreet: ' N N= Vs 9 3 V2__ v4 + Grade RL v2 — 58 5 V3v, N=p v,v, 3 Sf V,V' Date of Counts: tZ1 C'STOP Time Period O YIELD Average Inning Speed!30=--> N`C Minor Street PHF:_Grade—Z> 96 &*m'bmyrwA r VOLUME ADJUSTMENTS NkNe nerd Nn 2 3 4 5 7 9 uaume(vph) 13 Z Z C7 5 2- g- 9 ZvoL(pcph),see Table 101 I STEP t Irr ban Minor,Street ea-V. Conflictir Flow%Vc 1/2 Vs+V2= z j + 93 = /2 Z.vph(V,,) Critical Gap,T,and Pbta-dial Capacity,cp Te_ sec(Table 10-2)c q_ pcph(Fig-10-3) Actual Capacity,c, C.+—co= 9 L°pcph STEP 2:LT From Major Street V. Flow v v +v =-+ 9 3 =/S I vph(VC4) Critical Gap,Tc,and fttential Capacity,c, Tc= S.D sec 10-2)cr=L '5 .pcph(Fig. 10-3) Pacts!of Utilized and Impedance Factor(Fig.10-5) (v,/c X 100= ._ Actual Capacity,c,,, cwA=cis L&Dpcph 1 STEP 3:LT From Minor Street 7 V, Con9iding Flow,V. 1/2 v,+Va+Vs+v._ +1_' +9 f + Z4= Z4ph(Vc,) Critical Gap,T,and Potential Capacity,co Tc_k—Ssec(Table 10-2)c.,_ (68 pcph(Fig. 10-3) Actual Capacity,c,,, c„,=cp,X P4— X f . pcph SHARED-LANE CAPACITY v,+v,0 if lane is sharedSH= ( v?/c.,7)+(V./C..) Movement Noa v(pcph) c ( ) pcph) CR IDS 7 Iq 9 Z O 4 Z 4 D Fu W -ILL PREPARED DATE CHECKED DATE PROJECT NO. consJlting engineers BY BY PW 211 IAI M tm 13IZoln-71 T-G-Y" 9 8 SHEET NO. 4SUBJECT: .e rE 30 S,rE AR Ew,4 Y -PM E••cavG,TeN tea• f E.4 C au er Co,019)#t E.b 7ZAFXV— / of/ WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH maim St./F4,44 N N—;a V v 30 VS o0 Grade 9 9I v, Vg'lfs N- V,Vo V7 V9 Date of Counts: oA /i to-SnoP Tww Plffl d .iv O YIELD Average Running Speed:YPdnzh N—® Minor Street: PHF:_Grade_% S VOWME ADJUSTMENTS Moveamwd Na 2 3 4 5 7 9 Volume(vph) q 5 4 33 8 Z 430 /01 /6 9 VbL(pcph),see Table 10-1 2 O O I STEP L•Kr tint Minor Street V, 95g— Conflicting Fes,,Vc 1/2 V,+V=— + 00/vph(VC9) - Critical Gap,T,and Potential Capacity,c. Tc— s: sec(fable 10-2)cr,——pcph(Fig.10-3) Actual Capacity,c„ 4+—2r8 pCph STEP 2 LT Frain Maim Street Vs Flow,vc v,+v,—93 + — /o4 rph(V.) Critical Gap,Tc,and Potential Capacity,c. Tc— sec(Cole 10-2)cr—=pcph(Fig.10-3) i Pmcmd cf c*Utilized and hnpedance Factor(Fig.10-5) (v./cpj X 100—— + — .50p43 Actual Capacity,C. ' c..—.—-Mh STEP 3:LT From Minor Street 7 V? f 631 Conflicting Flow,VC 1/2 V3+V=+Vs+V4— +9st t3o+200+ vph(VC,) Critical Gap.Tc,and Potential Capacity,cp Tc—-ZL sec(Table 10-2)c,,— pcph(Fig. 10-3) Actual Capacity,c. c,,,,—c*,X P4— _x •`-3—3S pcph SHARED-LANE CAPACITY SH— v,+v,if lane is shared v.?/c.,7)+(v./c .+) Movement Na v( ) c ( h) h) CR LOS 7 jF Z F 4 7Z4O 315 4 s 4 APPENDIX E PREPARED DATE CHECKED DATE PROJECT NO a Co ISLAting"ineers BY BY y 9P. G-- 1-23-8 SUBJECT: ExTAr RA/# Z. SHEET NO. jG KlA N DD . } Et-/t+N Cr S T. — l E.¢ f/oJA-_ of .2 WORKSHEET FOR FOUR-LEG INTERSECTIONS HOURLY VOLUMES Grade x NSTO YIFdDO Via Vol Vie N I ----V. + . N—Q r--Vs AM N V4 Id Grade x Grade x major road y V STOP Cdl N—[Z] V,V9 V, YIELD O 9 i Date of counts` Qiinor road Time Ae ri jFIs04AC. 3pEM%M4ffj S-v-_ Average Running - I S:,~ PHF: Grade 0x VOLUME ADASTMENIS Mom Na 1 2 1 3 4 S 1 6 7 3 9 10 11 12 Volume(vph) ZS 9 9 t /a vol cpcph seeTabk 10-1 14 VOLUMES IN PCPH Z/ /I /Z NA via Vol v,e v, NA vs v,2 O NA vs vaNAvs 0 0 $ STEP 1:RT From Minor Street FV, Via Conflicting Flows.V, 1/2 Vs+V:—VA 1/2 V6+Vs—V,u 3/;r- 1Z3 „ph 2,.-+ G91-61-3 vph Critical Gap.T,(TAts 10-2) 6-/ (sec) G•/ (set) Ibtential Capacity.co,(Fig.10.3) c,,— 38 l pcph cria- f/0 pcptt percem of c,Utilized v,/c,,)X 100- / ' O x via/c,ia)X 100— 'S % Impedance Factor.P(Fig. 10-5) P,— •IC)i Pia--=-— t D pcph3ActualCapacity.C.cm,—c,,— pcph Si:— FUSS&OWEILL REPARED DATE CHECKED DATE PROJECT NO consulting engineers BY 9Y 9S$ SHEET NO. SUBJECT.3.c kl..a,•tD. E A, t 5- tfo v12..C.. Z f STEP 2:IT From Major Street V• V Conflicting Flows.V, V3+Vt—VC. V6+Vs—Vet 1I + Wig— 7'21 vph f +6-1 1— 169.5 vph Critical Gap.T,(Tabs 10-2) sec) Ste-(sec Potential Capacity,ca,(Fig.10-3) c"— S00 pcph Crs'Opcph Percent of c,Utilized V c,.J X 100'v,/c±9`1000— S % Impedance Factor.P(Fig.10-5) P.. .2 13 P,— 5 Actual Capacity,c,,,C",.—c,.— SOO pcph c.1 c i pcph STEP 3:TH From Minor Street I Vr V„ Conflicting Flows,V, 1/2V,+V2+V,+V+Vs+V4—Vs 1/2V`+Vs+V4+V)+V2+Vr—V,rr t 4b6„ph _11_+++$-4 ph Critical Gap.T,(Tabs 10-2) G.9 (sec) G• (sec) Potential Capacity,c,(Fig.10-3) c.,— pcph c,,1'—41,9—pcph Portent of c,Utilized vs/c,a x 100— _% v,,/cP4s)X 100—% Impedance Factor.P(Fig.10-5) P„— -933 P„ =—L Actual Capacity.C.C.,-cM X Pix P c.,,—c,,,x P,x P4 1— YQ x 2?. — "_-x 933 x_2(QL(per) PLJ X -94-)?-(pcph) STEP 4:IT From Minor Street V. LV ie Conflicting Flows.V, VAM /++„Zf, —So/V /, /O + V +V 4 Vyo 1 ,ph Critical Gap.T,(Tab.10-2) sec) 7,(sec) Pbtential Capanty.c,,(Fig.10-3) c,.—71 pcph cps*'- 4 pcph Actual Capanty c.cam-—t,,?x P,X P4 x P„x P,;c.,o—c,,o X P4 x P,x P,x P. 63 -7-5 x.964x 6,4 _-7—I-x- x 773x-92fXg Apcph) 25. X23 x..99-Pc0) SHARED-LANE CAPACITY NM40R STREET APFFAMCH MOVEMENTS 7,S,,9 Movement v(pcph) c.(ptph) c.Apcph) ce'CSH — v LDS 7 0 63 a o 93 q;Z 9 38 NaP OR STREET AP MWACH MOVEII M 1%a U Mowelnerd v(pcpl) c.(Pcph) csn(Pcph) c=csH — v LOS o Z 6 11 9z 12 z 410 3 9 MAJOR STREET LEFT TURNS L 4 Mo ernent v(pcph)c.(pcph) cam c. — v LOS 1 z s z o q z A 4 Zo 500 T 0 FillPREPARED DATE CHECKED DATE PROJECT NOOFUSS&O NEILL consLAting engineers BY BY 73-8;t-4?am G . 3—Z0-87 Tex;-9/1;ly SUBJECT: 5191r SHEET NO.3JC.KLAND RD. 4 :Dc"vmC*, S-m 72DOS noo1G i%4FiciC t iG WORKSHEEI FOR FOUR-LEG DnTY-SEC nONS t10lJRLY viot.tJMEs Grade-Z—x STO nL.. LLN-CD YMu)0 via Val V» N N'-(D N-[Z Grade d x Grade-fix road11GG_ V,maim va ISTOPG - N-Q dV,V,V. YIELD O Date of ndnor road Tune Plriod: WpEw l*49 r St-_ Aveca6e Rmnina Speed: M--mmm PHF: crane O x VOWME ADPJSTWMM Movente t No 1 2 3 4 S 1 6 7 3 9 10 11 12 Volum(vph) 5 '04 4g97ii / 159 b-(pcpht sew Mole W-I ZD MM 10 io 8 WiUMFS N PCIH NA via to vN vo NA v v NA v, vaNAv, v7 v8 v L JD-6' STEP 1:R?F MLtor Street FV. Via Conflicting Flows.V. 1/2 V,+V:-V49 1/2 V6+Vs-V.,a Critical cap,T,(Tab 10-2) to-1 (sec) set) Potential Capacity.ti(Fin.10-3) c..- '. pcph c.,a- 4..OS pcph Pacent of c,Utilised vo/c a XXI00- _x vu/c.,a)X l00- /6 x impedance Focftw P(Fig.10-5) P.-_ D2 pia- •8 9 0 OActualCapacity.L c,..-c..- pcph L,a-S,a- 4 pcph FLlSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NOOc=wAting engineersBY BY SHEET NO.SUBJECT• STEP 2;LT From Major Street V J Vs Ccntiding Flows.V. V,+V,-V V ' ` vph1L+ — Critical Gap,T,(Tabs W-2) S (sec) S-,a-(94c) Potential Capacity.c,(Fig.10-3) c,.--trpcph co,- 60-PcPh Pletcent of co Utilized v cr,)X 100 X v,/coa x 100- Impedance Factor.P(Fig.10-5) P,---2 13 p,- Actual Capacity,C.c,..-co.- pcph CW4-Cps- pcph STEP 3:TH Fmm Minot Street Vo Via Conflicting Flows,V, 1/2V3+v+, I+V Vs+V4-VCs 1/2vi,+V+ 4+v3++V=+V,-Vitt Jm G+ >K pcph Critical Gap,T,(Tabs-2) Potential Capacity.co(Fig.10-3) c,.--..-i—pcph , Ss I- Percent of c,Utilized v./coa X 100-v,t/er,a x 100-96 Impedance Factor.P(Fig.10-5) Ps--.. Pit- Actual Capacity.c,. coo x P,-XP- 11 x P . Xrx X 4S(pcph) x pcph) STEP L LT From Minor Street V. LV o ConflictingFlows.V, V,.(step 3)+V„+V VC,,1 veil(step 3)+V„+V.-V„ Critical Gaps T,(Tabs 10-2) 7, Y-(Se 1 Potential Capacity.co(Fig.10-3) co,-.I-pcph tole pcph Actual Capacity.C.c., -cr,-x P,x P,x P X P,; co'x ,xX x P X P. x_- x VEIL. gpcph)x pcph) SHARE 36LANE CAPACITY MWOR STREET APFRQACH MOVEMENTS 7.a 9 Maws +t v(pcph) c.(Pcph) cs+APcph)S-C -•v LOS 36, 7 10 4{e S. 7` 47 11 9 8 0 21 3b 9 NW40R STREET A"TAMCH bf0VMWeM IXU.12 Mo p v(Pco) c.(Pco) cs,(pcph)ca—csN — v LOS 10 1 z E 11 0--o T 06— 405 1 340 B MAJOR STREET LEFT TURNS 1.4 Mo remant v(pcph)c.,(pcph) c„-c,. - v LOS I 7 1" 570 43 A 4 j, j 5- A J00 FU tit ELL PREPARED DATE CHECKED DATE PROJECT NO consulting engineers BY BY g_ SUBJECT: EX7eRAIgL SHEET NO.ST 77-f WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Mapr Sleet• C'-'C ST- N V-1-4 Vs N= V,a 7-3 y y4- Grade V2 v.1Fs 2—. a V V2N- V7 VOrv,v. Date of c-, 3/g 4 I 0 s7w sl Tune Period L — O_YIELD Average Mming Speed: N—Q Minor Street: PHF:—Grade e2 % A w m+ .577 VOLUME ADJUSrMENTS Movement Na 2 3 4 5 7 9 r V*une(vph) z 3 Z Z 8 16 Z¢ f&(pcph),see Table 10-1 I S Z 6 STEP L•Xr h m Minor Street r V, 6 Z3 — Z9FlowsVc1/2 v,+V2— + vph(V j CAfCd Gap,TC,and Pbtmtial Capacity,c' TC— sec(table m-2)cr,_L±;cph ft W-3) i Actual Capacity,c. C,.—4— ° FWn STEP r LT From Major Street f V. CanHicting FICK vc v,+V2 ?+Z3 vph(vc4) Critical Gap,T.,and Potential Capacity,c* TC_ sec(Table 10-2)c,,=//30 pcph(Fig-10-3) Pace tt of cp Utilized and Impedance Factor(Fig.10-5) (v,/cj X 100 on 3 •P-_ •$ Actual Capacity.c. c.,=c., /!=Pcph STEP 3:LT Fit Minor street V, Cm&cting Flow.Vc 1/2 v3+V2+VS+v4— +ZZ+16- +31 — vph NCO ' Critical Gap.T,and Potential Capacity,cr Tc—faigrsec(Table 10-2)cr,— 84?-pcph(Fig.10-3) Actual G 84 ZX ,98O g Z SP'city,c., c—X P. Pcph SHARED-LANE CAPACM SH V.?+vo if lane is shared v.?/c,;,)+(v./c.A) Movement Na V( ) c ( ) cs,( )ca 110S 7 15 z5 968' 2 92 3110 9 9 Z6 1015 4 3 I 30 0q FUSS&OWE=ILL PREPARED DATE CHECKED DATE PROJECT NO consulting engineers BY BY SUBJECT: CLA17-< S7{EET & 't,EM i 3 SHEET NO.5 cc r S rt,R 1 of IL1C WORKSHEET FOR ANALYSIS OF T NTERSEMONS HOURLY VOLUMES VOLUMES IN PCPH Major Street: r'r_,42t; <r N r VS V, N 162 Grade Vi V,( V2— Vs 1 V N=Q rr;- V7 V, Date of Gunn. dSIOP Time Plenod:- T O YIELD Average Running Speed: :4 N= Mirlor Street; PHF: Gzade ti % g Aln sr VOLUME ADJUSTMENTS hkwewmt Na 2 3 4 5 7 9 Volume 4 I W.(pcph),we Table 10-1 70 FO I STEP k AT fim Minor Street f V, l Flow,Vc 1/2 V3+Vr 43 vph(V,.) Critical Gap,Tc,and Potential Capacity,c' TC_. 'sec(Table W-2)c9,_A='pcph(Fig.W-3). Actual Capacity,cm c,,,=c,,=Q=pcph STEP I IT From Major Street f V. Cm '8icting Flow,Vc V3+V:= - + _ vph(Vc,) i a Critical Gap6 Tc,and Potential Capacity,c. T,_ 6'Q sec(Table 10-2)cr,==Opcph(Fig.10-3) Percent of c*Utilized and Impedance Factor(Fig. 10-5) (v,/c,j X IM= °oP. Actual Capacity,c,„ cis,.=c,._ Ph STEP I IT From Minor Street V, Conflicting Flow,Vc 1/2 V,+V2+Vs+V,-_(L+3-7_+.1 2 +&a_=Lid-vph(V.,) Critical Gap,T,and Potential Capacity,c, T,_ -sec(Table 10-2)cr,_pcph(Fig. 10-3) Actual Capacity,cs,1cm7=ct,X P,:a x• -pcph SHARED-LANE CAPACITY SH— v,+v,it lane is shared vI/c,..7)+(v./C..) Movement Na v(pcph) c ( ) S,,(pcph)CR LOS 7 1160- 9 30 4 a- nz,4+ AODFUSS&OWEILL PREPARED DATE CHECKED DATE PROJECT NO Oon.%Atin9 engineer's BY BY s MM14 13 19 G- ys-Y SUBJECT: l.ovTE. 30 5v-9, Fx rr-R1v 1- SHEET NO.s 7 T E«...rG, Ei4,t. AIovA 7 Wf'.#C..Of WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH RouTE Zo rTNNMajor N i_Vs Grade V V1- 49 y=--- y'1 2 Z v, vV7vo7 v Date of Counts: 501 pOSTpp 0 Tune P riod: O YIELD y` Average Running Speed: 0 N- Minor Streft PHF: Grade o % CL+Acx Sr. VOLUME ADJUMVENTS 1Koveawnt Na 2 3 4 5 7 9 Wuax(vph) t8 Z I 19 30 Vol.(pcph),we Table 10-1 9 3-3 S1 EP k Kr from Minor St:Pet y, I FkyK Vc 1/2 V,+V,— 14 + tool— So!vph(vc,) Critical Gap.T"acid Potential Capacity.c* Tc— sec(fable 10-2)cp,—s 6Zpcph(Fig. 10-3). Actual Gpaoty,c„ 0-4+-S 6 zpcph WrW 2:LT Fn=Major Street. j V4 C &cting Flow.Vc V,+V,- ?UL + vph(V j Critical Gap,Tc,and Potential Capacity,cr TC-S sec(Table 10-2)cr.-LgOpcph gig. 10-3) colt of c,,Utilised and Impedance Factor(Fig. 10-5) (v,/cr)X 100-P,$-© Actual Capacity,c. CW.-cr-IM pcph STEP 3:LT From Minor Street v7 Gneicting Flow,VC 1/2 V,+V=+Vs+v,-'f+981+4/9 9 3'Ivph(Vc,) Critical Gap.T,and Potential Capacity,c' T,- ;-L sec(Table 10-2)c ,- ZOSpcph(Fig. 10-3) Actual Gpadty,q„ C.7-cpr X p.,-Z0,j x •9 0 pc h SHARED-LANE CAPACITY SH v7+v,if lane is shared V7/Ce7)+(V./tw.) Movement Na v( h) c ( ) csm( )cot LOS 7 3 3 Zo1 Z C.- 9 9- s 6 z sae 4 9 vl PREPARED DATE CHECKED DATE PROJECT NO.FUSS8c0 NEtt_L BY woo consulting engineers BY G-. 31rZa 8 q., SUBJECT: ll 30 CLs4 2l $7i FT_ C+' F'' SHEE r. N NO. WORKSHEET FOR ANALYSIS OF TINTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Sheet:EL"', 11 2 N q Vs N= Vs 1 V. . . Grade V: V•Zi Vr,17V3N=Q V7 V, Date of Coun 4 L Oe'P Time PeriodN O YIELD Average Running Speed: N=Q Minor PHF:.Grade Q % ..('LAQ2W-sL VOLUME ADJUSTMENTS Movement No, 2 3 4 5 7 9 Volume(vph) 4bT 4 Val.(pcph),see Table 101 z STEP L•RT from Minor Street r V, Conflicting Flow,V 1/2 V3+V== -j I + _ ..vph(Vco) Critical Gap,T,,and Potential Capacity,cP Tc_ 5" sec(fable 10-2)c,," pcph(Fig.10-3)- Actual Capacity,c. coo me P STEP 2;LT From Major Street t V V V +V== G+ vph(VN)ConBicting Flow, , 3 Critical Gap,Tc,and Potential Capacity,cP T,_-5.Z kAc(fable 10-2)cr=4 00 pcph(Fig.10-3) Pacts of e.Utilized and impedance Factor(Fig.10-5) (v,/C,)X 100—P._4- 5 Actual Gpacty,c c..=cr•_ 40 pcph SItP 3:LT From Minor Sb 7 V? ConBicting Flow.Vc 1/2 V3+V=+Vs+V,— + l ph(V,) Critical Gap.Tc,and Potential Capacity,cP TC s*L sec(fable 10-2)c,, 10 pcph(Fig. 10-3) Actual Capacity,c„ c,07,=cP,x P..LLta X 'pcph SHARED-LANE CAPACITY SH= v,+v,if lane is shared v?/c.7)+(vdc q) Movement No, v( ) c ( ) pcph)c 1 05 7 6D 1 IOU 9z 3 1D 4 3 60 s J .FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO.C) consulting engineers BY BY SUBJECT: .mew rez 3o g _ X'reAJ 4 L SHEET NO. Age- / of X WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH r Rewra 30 Major Street:EAA1.,esMAJ 2a•N vs 442 Grade V Y,2$ V:--- V, d I v3 7 N 1 V3QlQ r— V?V. Date of Counts. 1141 1TI Time Pw;od: SR- O YIELD Average ftmning'Speed:-J9ga4 N-Q Minor Street: PHF: Grade 96 iE E VOLUME ADJUSTMENTS Movement Na 2 3 4 5 7 9 Ivolume(vph) 4 4•z 8 18 4181 /0 1 96 Vol.(pgft see Table 10-1 08 J 0 6 i S1 k RT frm Minw Stet f-v, Conflicting Flow,Vc I/2 V,+V2= + ph NCO) Critical Gap,T,and Potential Capacity,c, TC_ sec(fable 10-2)c.,_ pcph(Fg.10-3) Actual Capacity,c., Cow M c,.- lo pcph i STEP 2:LT From Major Street V, i FloK vc v,+v2— + — 4 5'Ovph(VN) CrifkW Gap,T,and Potential Capacity,cp TC M c sec(Table 11-2)c*,_.!?---5pcph(Fig.W-3) Percent of cr Utilized and Impedance Factor(Fg.10-5) (v,,/c..)X MOM 4-— I Actual Capacity,c. c...M c 4--ZL,5pcph STEP 3:LT Froan Minor Street V, Conflicting Flo%%Yc 1/2 V,+V,+v,+V,- + +4'9 Z+ g98+/08-/O-5— ph(yc;,) Critical Gap,T,and Potential Capacity,c, Tc-IL sec(Table 10-2)c,,- f pcph(Fig. 10-3) Actual Capacity,c., c..,,-c,,X P,-j-P-X-$98-±,a pcph SHARED-LANE CAPACITY SH v,+v,if lane is shared v7/c,,),)+(v,/c.*) Movement No. v( ) c ( ) S.( ) Cl- LOOS 7 I 8 9 i 06 1540 49 4 0 Z b l FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO BY BYOOt'1SlJftlflg engineersto e,7-E 30 QSU`BJECT: j,. — j SHEET NO. r / ofEdam¢Tb o+ Rc•o DVEW f` WORKSHEET FOR ANALYSLS OF T-tNTERSE ONS HOURLY VOLUMES VOLUMES IN PCPH uT 30 Major N V N V 1SV -- V/lam GradeV: V' — 6c? V3 Q96 N an 0 V,V- Date of Counts: 4 C A O'Smp Time Period:Az O YIELD Average Running Speed: N—0 Minor Street PHF: Grade 96 E E VOLUME AD Movement Na 2 3 4 5 7 9 i Fume(vph) 4 38 S 51¢3 49& I vbl.(pcph see Table 10-1 1042 STEP t RT Tram Minor Street r V, Flow,Vc 1/2 V3+V2—1°.+A/ vph(VA) Critical Gap,Tc,and ftential Capacity,cp Tc— sec(fable 10-2)cp,,—y pcph(Fig.10-3) Actual Capacity,cw cwa—c,,—pcph SIIEP 2:LT From Major Street V. Conflictiing FkPK Ve Vs+V2— t_+ vph(Va) Critical Gap,T,and Potential Capacity,cp TC— c sec(fable 10-2)co—(1/10 pcph(Fig.10-3) Pimesu of cis Utilized and Impedance Factor(Fig. 10-5) (v./c;pj X 100—P"— _ Actual Capacity,c. c MC — STEP 3:LT From Minor Street V, Conflicting Flow,Vc 1/2 V2+V2+V$+V4—A+04+I2i— vph(Vc,) Critical Gap,T,and Potential Capacity.cp Tc—Y--J—sec(fable 10-2)c.,—pcph(Fig. 10-3) Actual Capacity,c„I c,,,,—cP,X P.—L40-X. .—pcph SHARED-LANE CAPACITY SH v,+v9 if lane is shared M/c.,,)+(v./c,,.) Movement No, v(pcph) C.(pcph) c.,(pcph)CA LDS 7 41 617 9 1 vw4 47771 00 ao S,5 FU lM CHECKED D PREPARED DATE ATE PROJECT NO. cons er"4 BY BY kw a-17-f-7- 3 hf1g;rl y SUBJECT: Zou rE e 9 f 9 9 _ xT i2JV A L SHEET NO. 1 i, L.AwE T X a apS iTvD VowMt LA ME FLOW 649 . ys ,.o d 6g3 1 g I • 9S- A vc, 833 E-,zcE tea, 6 I A oo 167 161 —i o OL d.Z Me i Z00 D a o 0 SATURAMN FLOW ADJUSTMENT WOMHEE"I' RLoy LANE GROUPS AD EAMRS O 4?.O © O O © © ® © Is ] Crow Ad)®sat Appr. Lane Ideal Na of Lane Heavy Grade Pkg. &a Area Ri t+t Le(t Flow Sat Lana Width 1 r Turn Tuer RateIIrtoy<aiaw flow t t t ( (t t t a 9-5 9-6 9.7 9-6 9-9 9-w 9-11 9-12 NS 00 00 .9 /00 /.00 I/.00 J.oc /.00 .9 /47& 4 NS oo r .do 91.QO /.00 /.vo /06 /.vo N8 T gvo ! /,00 .?Jr 1.00 /.00 /.00 /too /.00/.00 s8 Ado .qg /oo /.00 1/.00 /• Zoo 1 3 ES oo Ilo oo /.oo /,00 Ac4o 3 i IronPREPARED DATE CHECKED DATE PROJECT NO.Q. BY BY eng",eersmoow 3_,_} IF- G 3/z3/ X7- NIL SHEET NO. suaJECr: ,c r iyy ?EE •% - S i i t t • • 3.CAP LANE. LANE p tAsE "T M. FLO vN CRMCS C iZo P VjCssRoUPFLbM/ FLOW uno it Z /G .oz ors Z t z 3 /7G 7. q T-3 1:7.3 Z- Ix•° 3 Z I go roe zyS .90 s es cnoH ID 6.190 cos = 8 Seomd lamD lbdD &LOS e s.cwt m m m ® ®m O O O tans •/c Gmm 'Cye DeIq Lane Lane App` Rado RatIw La g& d. GcoW i C.ewp Grout Dday US x 6/C C (sec/veh) Cape tp (sec/veh) PF Dday LOS (e«/vdQ Lbk 0 e Table9-13 (sec/veh) MMe 9-1 x 94 3 90 go- w? !• 1,4- 1. N$ `'' 90 5 A 3 2 bo 3.43 Azo3 yy ss 690 6,4z 9c, 1. 19 ao 8 7,2k- 8 S O FUSSU NELL PREPARED DATE CHECKED DATE PROJECT NO. ccx glees BY BYsuwv Y l23/kw3 7-try i?•G F SUBJECT: Zov 7-E P le a , 8 _ e O M13/1 F SHEET NO. St t.,,•,4w./ 4 71A)G .loozG LAW F. x a AosvtrtU ME 1p M F U, Flow yo s oo yz fi 1 co Zo d F/ Z z IZ it Zo0 9g r SATURMON FLOW ADJUS MENT WOR,KME1- CLOW LANE CROUP'S AD FACTORS O O ® O O O O ® ® ® wd)®Sat AM- Cane Meal Na of Lane Heavy Grade Pkg. sus Area Ri t Left l:1c r com Sat. Lanes Width Leh Turn Tura+ Rate Fjw+ t f t t RT fly 6 pcpI N Table vpbg)9•5 9-6 97 9-8 9-9 9-10 9-11 9-12 8 `oo oo .9$ zoo /.00 Aoo lop /.00 .9 167& NS Oo 1.60 Qo l.00 /,coo /oo /.tom N8 goo 1 /,00 4' l.00 /.w /.00 A o Aoo/.00 58 1 l do . f /oo /.oo too A00 .9' /.00 z ES oo D oo /,00 /,00 zoo ,l 5(0 l /o i FIG PREPARED DATE CHECKED DATE PROJECT NO. cor s Jfttng er gingersmoo, BY BY SUBJECr: SHEET NO. o r i yy .Ecc • of PMSI04 3.CtP. LANE APT SAT. Flo v1/ CRITICJ9. LAQ VPq„.mg Roue Pµs FLow Flow Rxna .o VV/C C 4 Z W:k= z Z- 7G 4 Iff nofvEL4Y= 14.30 L. 13 Fkd l = Seoond Tam Dday 7btd DeWt 06 o f S,f{twi m ® ® O m O O O O Lane % Gem Cyde Delap Lane Delay Pwpesim Lace tine Appr CmAp Ratio Ratio Irfsfa& d, Gmw de Eclat Gc*W GeoW Ddq L OS Move; X S/'C C (sec/veh) Cap+dty (sec/veN Pf Delay L OS (sa/veh) Table fMe b se+f:) c Table9-13 (set/veh) Table 94 r X dD 94 3' s Z, 37 o'3 4 ,v 8 A ss 90 &-I 1 7 0 1:-15 1 90 Z,00 35 51 3.5 5 1) FUSSLO NSU PREPARED DATE CHECKED DATE PROJECT oorvrxi engir*es BY BY Cr SUBJECT: T N I- SHEET NO.nu rE /9 y S.4 vo,5•c •aaa - SAT'5"4,rA.v 4vr,-v,,,r f«.. 7 i4FF1c j f 3 1• LAME 0 X Ao3 tTED Vaw+[ LwLumyz fi saG do iz' ,z' k, 12 Z b 4? V1 00 oAD t r 25 M ne' M 2. Y. N Y. At Y-Tsw . t' x t,r k+lL Y40. aw X71T J Kn"amuft SATURATION FLOW AMMMENT WORKSHEETP ~ hLAAJM GRO JPS AD EACIORS O o ® ® O O O ® © ® ,,d sa heat Na of cane Henry Gwae Pkg. &a Ana t Left Fo, Lma wum t t t Ily[ t !fate pcpi N 9-5 9-6 9a 9-8 9-9 9-10 9-11 9-12 fl oc> .gir •,00 /,OO /,DO ,OD /ao Z/o tyS r Too f/.off 00 .00 .o /c0 .S /.00 /boy i oO 00 40.0 /.ao .o o /.cxn /op L Too t ,oo .`)'$' ,oc ,l oc /.c itoo /.00 .955 lev G t Too 00 /.00 .00 /.00 1.00 00 do /.on /ocs .«o .86- /.ao /'Y9 W$ Too 00 00 A oo /.c5co /.oo /.ap .95 /&76 1 D DATE CHECKE131DATE PROJECT NO.FU IME.PREPARED BYmooe r E rs R.GZ:j x 9 EFXTFRAIA L SHEET NO. t r T f- - - • mot 1 i/ 3.UP LAN E S APT SAT• Fro v1FF-1: eAL cJ cL,Ro p v t-- t t fS1S CRupPNAEFtr FLOW RAT1a C Z. S> 3 .S' oso t Z 3 /601y o 10,-q-'rj c.=sag TERSGG11or.1 r 15-0 oS - 8 Pow 1-la rsf. Hnt'hsm Second Zbtal k L06 LAme ./e Gmmm Cyde Delay LAw Dom Propewim Lane Lam AFpL Camp Raft Ratio LmV& d, Grow d2 FWkW eW GroW Ddsp 1AS Move- x S/C C (sec/veh) Capadtp (sa/veh) PF muy us (setl%*4 Imp s efb sec) a Table9-13 (sec/veh) Table 91-1 X 0 94 90 d.¢ 14615 co D 90 57 95 00 o , o 3Z3 v0 s 1, wr 90 zGe .1 1,0D E'S SG9 .l50 o 5.01 ,160 90 Z4o,0,3 zs/ 31 /,ao IMFGROD cwojt irg FUSS&OW8M PREPARED DATE CHECKED DATE PROJECT NO. BY BY vv 2 e 3A 3/7 Szs-yey SUBJECT: 9 a-c O 141 f31%,Fp SHEET NO. 4vs v E arc «. 77,4007cic. of 3 1.. LAwr. X AeS t:TcD LA YQLU MIVE, V 14 FFFt.o 743 A00,y / Z' Iz * rk zL loY3 /y0 1 t i.to y3 .,Vs- /,ao 7,z yo 9s r.oo JI/-7- s AtiLbR+c.t- oa D zz 9s A dv /Z 4 /z )Y 4e SATURATION FLOW ADJLSTMENT WORKSHEETPLOWLANEGROUPSADIUSTMENTFACTORS O O ® O © O ® ® ® ® Ad s.t Width k" No of Late Heaver ro Grade Mg. &a 1Ayree& R;%M Let rL Mormw+ee SML lines deh f f f fa turn Rate F"Flw" N 9-5 9-6 9-7 9-6 9.9 9-10 9.11 9-12 ( N iga 00 .00 /.00 /.00 .00 /oo / /;26y n goo off . Ico .o,o /.00/a .S /.00 /6oy i too l /•o0 100 Arlo /.c,o .00 /.oo /.oo /761 t .00 0 /.coo /oo /oo .`S' G;ZG t S$ L''r Too oc:> /oo .oo /.oo /.oc9 00 ac, .SS /.coo /y9 3 qoo 00 00 A coo /.cep /.oo A cxs FUSS&QTJQLL PREPARED DATE CHECKED DATE PROJECT NO. ca sLAi lg engineers BY BY SUBJECT: L70 Al ,31-0v'rO SHEET'NO. o jritlL/L.L 2 t 3Suss.s,v ,4r vE 17" LL i I f i t • + 3. L 4 N E ADS: SAT. Fro vN Cpmc c,qP" 4F-CAP. v AM&ISa Rovp pNAsE Fv Flow R4T1D FL-10 C C r 6-of reeS6cnoN DECAY=/1,O?J LOS = 6 mnit TATM Seev:sd'ium Dday LbW Ddayk L06 Lane v/c Green Cycle Detail Lane Delay Propessian Lane Lane Appc Crarp Ratio Ratio Ler%th ds Cracrp d= Factor QoW Crary Delay LOS move- X g/C C (eec/veh) CaP'dtp (sec/veh) PF Delay' LDS (spec/vdQ Ta& er+eerls sec) t Table 9-13 (set/veh) Tabk 94 x 4D 94 r s 90 06 co 13 o0 5.m 649 6 o 133Z 0 a S 90 Z .0 zsIitoo Z6 6 1 90 Eg o •f'1S o r1.2.4 Z t mf< 90 7 M4 /•oo 2-7 2O b FUSS&OPNEILL PREPARED DATE CHECKED DATE PROJECT NO. BY BYen91neem 3-1:7-q;L SUBJECT: F,v E C¢.r-!E7 S- 5 sh-r• w r-DS o fL,. g4' OW Ire l?'"SHEET NO. P j °f3 J-, LAM F. x YoLums P Vi r- u- FLow 4 ao 00 2 39 id 2 t 4Z1 93 irco 30 Z3 4 . 00 Z SZ r je, a'- 340 24 l e$ . 1,00 o Z 1 4+3 5P3 boo 5D 9 2 w Y. /J X -po XTw. 7- x V, 1c.-pu Yfa YJu X-RT = s SATURATION FLOW ADJUSTMENT WORKSHEEr LANE CRO[JPS AD FACIURS O O O © O O OPID 0 © 0 Ad;.Sac Appr.Line Ideal No of line Heavy Grade Pk& bo Aga Ramat Lilt EbM Sat Lines Wdth VEh Tsutr jhm Rate d Fk w s pcPIWpl) N VPW9-S 9.6 9.7 9-8 9-9 9-W 9-11 9-U A 1900 13 98 l.o /,0 M) /.0 10 ,84 13 rig t+- boa 1 10 ,98 1.0 1.0 l.0 1.o .9 /.o i10 D o l •93 .°f8 !.v 1•d 1.0 1.O .9 1.0 as 180o I ,9 .9fs 1.0 1.0 /.v /.o l.40 ,9S / Zlc 1800 1 .°1 .9b I.v 1.0 1,0 1.0 1.0 swo Poo I.0 3 mb 1.0 1.0 1.0 /.0 041 .994 in9 1800 / 1.93 ,96 /.o /.o bo 1•0 to .9 ?sM s 93 1.0 /.0 1.0 /.0 1.0 - -1- 1 b 1 co I to 198 1.0 1.0 1.0 1.0 ,910 3- 1.0 110 11.03 .96 1.0 /.O 1 1.0 1.0 ,9}9 1.0 11 -9,3 .9S bo Ito 1.0 /.o /.o. .&0 1 984- 1 FUSS&oojME3LL PREPARED DATE CHECKED DATE PROJECT NO. oonsiftirg er-4 1G• ers BY BY S56 — ygy SUBJECT: Fi v E C,c•2'4 c?S 5.4C5 4,— xr&V-4,4 SHEET NO. Hi i i t 1 1 1 t i 1 t • 1 , 1 • . i 3'UE' LANE ADT SAT. Fuo VI/ CRmC' LAou P V T-- l. K Roue SASE Few FLOW RAT10 FLOWS C A C At 404- .347 4Z3 11311- 1 c tCc lo 4 Z3 1la0i0 •4 30: - 44 A 3t4 4;"3 1&39 .ZWC* 39 (oS1 1 o`Xo 4 3 19Z 1!0?-l0 .1 I 6 90 1 1,31S 7 1. x r 14-Z /35D 1091 0(o we) 1131,S TERS6GTOwl 00 s Z 1 t Z I b 3 3 Sb8 9(o DELAY= 1 Los = F 4.1E11«. itam GmW PEt'km Dday TwmimayIbW Dekyis U05 s.cwt a) 1 ® m O O O O O 4) Lane /c Q"m Cycle Delay Lane Delay hopes im Lane Lane AppL C=p Ratio Ratio L %th d, GcoW d= Fedor Gewp CaoW Dday LOS More- x s/C C (sac/veh) CkPodh' (sec/`eh) PF Delay L06 (sec/vet) Table Q+enb sec) c Table 9-13 (sec/vet) Table 94 x 4D 94 N6 4 !.S1 Izo 4- 45 1 302 zo 4'P) ,o o 25.91 to Izo •7,Z-91 Ao v ZS• 1 4 ILO eo 41 I zo• 0 0 SM 1•l7U I zo 40-46 Z,56 2Z4'.Ce 21o4,6Z P RoOQ F tom i31a.R !ZO 4 4 oc 2 F I Zo 00 3 P g3 I zo .491 T 1 1 .°13 /•eo 4 t I ZD . I 5 0 0 uu3 h M 9/ o eo 29•1= fe•I I I I I I I I f I I I I I 1 I 1 LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS - SOUTH WINDSOR SATURDAY EXTERNAL r-Gomm-r---r r-r------r--------r-----r r---r-------on"*---** INPUT VARIABLES NORTHBOUND * SOUTHBOUND * EASTBOUND * WESTBOUND ** ON--------------------------------------an------------------------Mon--- CYCLE LENGTH C 120.00 120.00 ** EFFECTIVE GREEN q 37.50 23.00 ** NUMBER OF LANES N 2.00 2.00 TOTAL APP. FLOW RATE v(a) * 796.00 561.00 ** MAINLINE FLOW RATE v(M) * 796.00 561.00 ** LEFT TURN FLOW RATE v(LT) * 111.00 40.00 ** PROPORTION OF LT P(LT) * 0.14 0.07 OPPOSING LANES N(0) * 1.00 1.00 OPPOSING FLOW RATE v(0) * 259.00 354.00 ** PROP LT IN OPP VOL P(LTO) * 0.00 0.00 as---Gomm----- COMPUTATIONS NORTHBOUND * SOUTHBOUND * EASTBOUND * WESTBOUND ** SAT FLOW RATE, OPP S(op) * 1800.00 * 1900000 ** FLOW RATIO, OPP Y(o) * 0.14 0.20 p/o GRN NOT BLOCKED q(u) * 23.63 0.75 ** LEFT TURN SAT FACT f(s) * 0.71 0.65 p/o LT IN SHARE LN P(L) * 0.38 0.48 p/o GRN BLOCKED q(q) * 13.87 23.75 ** p/o TH IN SHARE LN P(T) * 0.62 0.52 INITIAL p/o GRN q(f) * 3.11 2.18 TH EQUIVALENT E(L) * 1.58 1.72 LT FACTOR, SHARED f(®) * 0.67 0.20 LT FACTOR f(LT) * 0.84 0.60 F & 0 PROJECT NUMBER 86 - 494 SHEET 3 OF 3 PREPARED pp'I'E CHECKED DATE PROTECT NO. fmm,16rv engIneem BYBY SUBJECT: ;:'vim CpR.NE'r-S- 5cL.`_r-4 wi r,1 So 2- 5,47z 2D 4-/ - M6i+SHEET NO. LAwc x AOSLTEb YowMt LAQLUMr qp Vj r Lk 113laoS` Orr 9 I 2ZZ 3 o o Z 319 Ak 1 4Z-t 93 1.co RourtE 30 130 1 234- 192 co ZS2 ar +o' s 9, z 5 I.00 z31 4Z3 114 Y. Y. X-T-W 7. i 3 t: X-A& Jcl TLt X.TLT S C _ SATURATION FLOW AMSMENT WORKsxEE T FLOW LANE GROUPS AD FACTORS p O O ® O O O O ® 0 ® AIL!.Appr.Lane ideal Nv al lane Hie Gcade Pk6. Bus Area Ri6ht Ldt F Hype Turn Tuc RatecrowsatLanesWidthVEh f f {ay I a N aTable 9-S 9-6 9-7 9-a 9-9 9-w 9-11 9-u hw 1900 93 I.98 bo /,0 /.0 /-o !.O ,So 131 Z 1 to .9 b to 1.o to 1.o o-o 93 .°18 1.0 1•0 1.0 .o ,998 /•O 439' 9} •98 10 1-0 /.v 1.0 LAD ,95' 1626 11):: Ma I.v /.0 1.o 1.0 1.0 - 1.0 I.p 1.0 /.O .8 .99 1571 a 1500 / .9,3 ,9& /.o /.o ko 1.o /.o .9r. 1Ssa fibE31ono93 1.0 /-o ko / 0 1.0 IQco 1 to .98 /.0 1•0 1.0 /•0 ,9(. 1.0 )W8 13Cc 1 1.03 .95 1.0 /.O 1.0 1.0 9 1.0 ml1LSOI . /3 I.C10 1.O /, O 1.O h O /.. w 1 MBLL PREPARED DATE CHECKED DATE PROJECT NO. OO tttlg wlcomw,BY BY AlItIvwy SUBJECT: F: V E Cc2 tJ EVS SHEET NO. z-°t 3 3•UP LAM LA N E APT. SAT. FlO vV CxmcA+- t9 C-A'Ro uP V t-- P sE G C i A"" is yRovP F v FL-ow Rgni) 4 13rZ 43 2 4 JOIL3431&3 , 3 4-Z .7 Lr 3Z3 4- v q2 1la2lo 1 0 134 , 1,3 3 60 sWrz.-% sa8 .245 S 249 1.4/ MOB ,110 ,D S , 19- M TE2S6GTON DELAY= zS3,o I t Z- I 8 . 340 3& /off 40 Los = P:Z,r r ZWool lEr« Pjrat'hrm Seooad Term DdAY Taw Delay do L06 Line v/c Gmvn Cyde Delay Lane Delay Progreasion L ne Lam APR Camp Ratio Ratio Leith d, Group d= Factm Group CAP Dday EDS Man X &C C (sec/veh) CapWq (sec/veh) PF Delay LOS (sec/veh) Table rnar es 9e4 a Table 9-13 (sec/veh) TAk X M 9-1 1 to 40.ZZ 384 38f.3z cs 0 42553 f: 48 zo Z& 4- 49--7 4,<1 A,o Z-3.66 ve 340 .3 /Zo Z'4.71 &I Z 3.30 /.o v 0 D 4 logo I Zo I30 21.4$ .00 46 . 4 1= 10-6 r s I zo o 0 state I, 87- .I!o I to .08 zA 9 4W/go /.eo 442.6ci F 1442IP9 F s} 1.48-- ,o rzo 43,94- 1/5' 441-W i.,00 40f. 14- F::r Ito f44 89 F 3&I I Zo Z8,18 1 16.40 .o0 44.0 r 1& .2 l ZD Z6.3Z 0 0.3 o o lo/i D w8 094- 40•3 z,44 1 I I I I I I I I I I I I I I 1 LEFT TURN ADJUSTMENT FACTOR WORKSHEET FIVE CORNERS - SOUTH WINDSOR SATURDAY COMBINED m r-r----r Mao------r r r-r----r---r r--r--as r---r--------r--r--------r---------r--r INPUT VARIABLES NORTHBOUND * SOUTHBOUND * EASTBOUND * WESTBOUND ** as-----M.0--------------M.000- CYCLE LENGTH C 120.00 120.00 ** EFFECTIVE GREEN 9 35.40 25.10 NUMBER OF LANES N 2.00 2.00 TOTAL APP. FLOW RATE v(a) * 810.00 617.00 ** MAINLINE FLOW RATE v(m) * 810.00 617.00 ** LEFT TURN FLOW RATE v(LT) * 125.00 40.00 PROPORTION OF LT P(LT) * 0.15 0.06 OPPOSING LANES N(0) * 1.00 1.00 OPPOSING FLOW RATE v(0) * 278.00 393.00 ** PROP LT IN OPP VOL P(LTO) * 0.00 0.00 i r--r--r----r r r--r--r--r r----r--r r--r r r---r r-r r r--r-r r r--r--r--r--r-----r r r-* r-r------------------------------swam------------------------------- COMPUTATIONS NORTHBOUND * SORTHBOUND * EASTBOUND * WESTBOUND ** r-r r-r r-r--r r-----Mae---r r-as-r-r r r------r----r-as r-r----------r----------r SAT FLOW RATE, OPP S(op) * 1800.00 * 1800000 ** FLOW RATIO, OPP Y(o) * 0.15 0.22 p/o GRN NOT BLOCKED g(u) * 19.95 1 .41 LEFT TURN SAT FACT f(a) * 0.70 0.63 p/o LT IN SHARE LN P(L) * 0.45 0.51 p/o GRN BLOCKED g(q) * 15.45 26.51 p/o TH IN SHARE LN P(T) * 0.55 0.49 INITIAL p/o GRN g(f) * 2.43 1.93 TH EQUIVALENT E(L) * 1.60 1.79 LT FACTOR, SHARED m) * 0.59 0.16 LT FACTOR LT) * 0.80 0.58 r r-----------r-r------------------------- F & 0 PROJECT NUMBER 86 - 484 SHE ET 3 OF 3 jvFUSS&O'fNEILL PREPARED DATE CHECKED DATE PROJECT NO. 3 consulting engineers BY BY N-4 M44 i a/26 h5l 'r(a- Al T-41 SHEET NO.SUBJECT:CLA+zK S T. 4 S, R vE wr4Y- 5 4 r. 4 C.. Gov 1-Arc G_ of WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street:C'-'¢--' 5r' N vs N vs 2GraVdeS2 V, vsV 1Q-% 3 N=o v V v, v, Date of Cmaum / 11 G-Smp l Zb3Sj $Time Period:_ Erg YIELD Average lbanning Speed aT11 N- Minor Streft S•,t?>-va_ S r VOLUME ADJUSTMENTS Movement Na 2 3 4 5 7 9 ' Wolume(vph) 4 8 S 3 18 4'S 53 18 f&(pcphl see Table 10-1 20 sli k aT fim r-v. Floes Ve 1/2 V,+V2=a 7 + ' _vph(V,,) Critical Gap,T.,and Potential Capacity,cp TC_sec(Table 10-2)c., pcph(Fig.W-3) ; Actual Capacity,c,,c ,=cr+- 0- Z'pcph i STEP 2:LT Fs Major Street Vs F7oK Vc V2+V2=vph(v.) Critical Gaps Tc,and Potential Capadty,c. T,=EG sec(Table 10-2)c.,_1-1—OPcph(Fig. m-3) cc of cr Utilized and Impedance Factor(Fig. 10-5) (v./c.,pj X 100=_ZI1 4 Actual Capacity,c.CwA me = lpcph STEP 3:LT From Minor Street V, Conflicting Flow,Vc 1/2 v3+v2+v5+V4=Z-f +g$ 'tS +zo 1 ovph(Vc,) Critical Gap,T.,and Potential Capacity.co Tc_jk_rsec(Table 10-2) n-f c*,_peph(Fig. 10-3) Actual Capacity.cw CM7,47 X P4" TV'0X T a a±i q pcph SHARED-LANE CAPACITY SH v,+v9 if lane is shared VI/cm))+(v./c,,q) Movement Na v( ) c ( )h)c LOS 7 58 7 7o ZO Z. r 9 ZQ o/Z 4 20 070 10.50 04 0wM sE, t c V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 so2•co AREA CODE 203/644-2511 May 22 , 1987 Cornerstone Companies 231 Farmington Avenue Farmington, Ct 06032 Attn : Richard S . Korris Dear Mr . Korris: Re: Application #458 - Cornerstone Companies At the May 18, 1987 meeting , the South Windsor Inland Wetlands Agency/Conservation Commission denied without prejudice your application for the construction of four office and retail buildings to be located between Ellington Road, Clark Street , and Deming Street . The reason for denial was the tremendous impact over a large percentage of the wetlands and watercourse . Very truly yours , Lt" C ')-) Kevin F. Rennie , Chairman Inland Wetlands Agency/ Conservation Commission Town of South Windsor CC: A.B . Davies , Deputy Town Engineer Richard Martel , Town Engineer Marcia Banach, Director of Planning Michael Gantick, Director of Public Works Thomas ' Auria, Building Off " ial Louise vans , Chairman , PZCV Attorney Earl Phillips Cohen, Channin & Phillips attorneys at law 363 Main Street Jacob H. Channin Hartford, Connecticut 06106 Robert B Cohen 203) 549-6070 Earl W. Phillips, Jr Dennis C Cavanaugh Fax(203)278-9334 David M. Sheridan W Richard Smith, Jr Matthew H. Thomsen June 16, 1987 Laura Boynton* Donna A. Dobbs Nancy Gales, L.A. Also admitted in Maine Also admitted in Pa Ms. Louise Evans, Chairman Planning & Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application of Cornerstone Properties Dear Ms. Evans: In response to a request by the staff to the Planning & Zoning Commission, our office, on behalf of Cornerstone Properties is transmitting this letter to withdraw the application of Cornerstone Properties to the Planning & Zoning Commission. As we had worked so closely with all of the members of your staff in arriving at a proposal which appeared to satisfy all concerns, we were very disappointed to be unanimously disapproved by the Wetlands Commission and at the same time given little or no direction. We fully recognize that your Commission is distinct from the Inland Wetlands Commission and only hope that in the future, matters involving our office or Cornerstone Properties, can receive a clearer picture of the Town's desires. Very truly yours, COHEN, CHANNIN & PHILLIPS V e, ?/, Earl W. Phillips, Jr. EWP/saj AOV'N SC.'` 710-wn 0-1 O c V wc 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 f psOR•co AREA CODE 203/644-2511 July 2, 1987 Attorney Earl Phillips, Jr. Cohen, Channin & Phillips 363 Main Street Hartford, CT 06106 RE: Cornerstone Dear Attorney Phillips: With reference to your letter of June 16, 1987, this is to advise you that the Planning and Zoning Commission voted to accept the withdrawal of the above mentioned application at their June 16th. meeting. Very truly yours, PLANNING & ZONING COMMISSION Louise C. Evans, Chairman jsg ROUTE 194 SULLIVAN AVENUE k- 4-67 65 1 SAND HILL RpA v a d m 4p a, to 79 78 1-80 4-100 4401 a4-77 9 4-40 99 76 91m '..48 .46 T 30 j'r 44 41 - 41 f 104- 103 r 93- 93-y =Nw ELLINGTON 43- 42'i +' 94 t t52- - ROAD 4Dt t30 SITE F 29 Oq Mj NN CD 0 ce '6 ems s 13 16 - 14.r J t4, 1 NNW FIGURE NO. 2 p FUSSUYIYE . MANCHESTER. CONNECTICUT TRAFFIC MOVEMENTS CORNERSTONE ROUTE 194 SULLIVAN AVENUE obla FB 1, o+ 30'3 f440 jp_to 136 SAND HILL ROA PO 0 to w coNR-21 4-808O T44 -T44 26 714 4-744 0 30 15 11 17 813 T 30 We-* 0 309— wow N 8 ON 332- 4T' a= u o u FEWt t38619- ROAD w SITE404- o f-o 04 W m 0 A( , o a` O ca yy •t-310, r23 f-82 31 — 0 29 f 1 N m O OD FIGURE NO. 1` FMSW* MANCHESTER. CONNECTICUT 1988 EXTERNAL A.M. PEAK HOUR TRAFFIC VOLUMES CORNERSTONE CAIITu WILInano rnNN6:rTlrl1T ROUTE 194 SULLIVAN AVENUE 90 C-T5 *440 ManSAND HILL mr ROAD PO G, 1C` w el N Z26 207*-57,4 459 .459 a 27--- 4-428 f-459 0 2T 40 30 94p- c 0 2w li 0 Z 4-470 6924 4I 940 0 10139 629 a 41 L ON 956- 64CD 0 ROAD 1160 972.- t W N SITE 190 F cr w 0 c oil Q t 20 .-sr0 0! es-- z2- J3 w ca b o0 y f FI RSS&C)"NELL MANCHESTER. CONNECTICUT 1988 EXTERNAL P.M. PEAK HOUR TRAFFIC VOLUMES CORNERSTONE ww. wu neAn f A MIC/'`T1 1 IT ROUTE 194 SULLIVAN AVENUE s k-le? f-203 00 t SAND HILL ROA PO o u',3AA i \ 29 175 4--523 436 4-436 3T1a41941-436 0 eo c 30, IT 504" 164- 41 r! 0 8 *.450 48T- 1 t 504- 0- 00 663-1 e ELR 2N514 ' T i 597 498-0 t SITE 0 CID 4-0 f o A( g z oly qj 41 --r 10- 411 w FIGURE N0. o r= ll,ir n YANCNEiTER. CONNECTICUT 1988 EXTERNAL SATURDAY PEAK HOUR TRAFFIC VOLUMES CORNERSTONE eni lTu witirtanR CANNFCTICUT ROUTE 194 SULLIVAN AVENUE 25 25%Ncyo 10% 10 0/40-* SANS HILL15% 15% 00000, 15°yo 15% 15% 15% 15% 15% 50% o Soso mom 400 25 /o 10% SOON o Gommp% 25 /0 75'0 75% 20 SITE 100% 100% 25% j`'o 25% g O 5% 00014 FA 20°yo 20% 5 54yo 5°yo F N A 15% 15% IGME MANCMESTEM. C MMECTICNT OFFICE GENERATED* TRAFFIC ARRIVAL/ DEPARTURE DISTRIBUTION CORNERSTONE ROUTE 194 SULLIVAN AVENUE 20 20% 10% 10°10 5 /o SAND HILL RO10°yo rJ% 10% OOA 15°Yo 15% 10°Yo 10% 10% • 10% 50% 25% W° 3Q /o 20% 209 0 ROp 50% 25 O 20sawwwwo down* 30% o 20% 5% 5/0 t5% 75% 25°0ITE loP 25% w I20% 20% r 5°Yo 5% . 5% 5% 15% F 0* 000 15% FIGURE NO, 48 20 YANCN16TIM, CONNICTICUT RETAIL GENERATED TRAFFIC ARRIVAL/ DEPARTURE DISTRIBUTION CORNERSTONE ni ltu tumna^0 l%f% M 9f%TIC`_I IT ROUTE 194 SULLIVAN AVENUE f off HILL R 0 O sty N 2- 4-2 6 f-6 g f8 4 LLI ON Jp 3'0 3 ROAD t t 51 wee SITE F17 w o t j ` 14-> 4-, O t 1 FIGME 58 FtM S&O'hNM.L VANCMEeTEA. CONNECTICUT R M. PEAK HOUR OFFICE GENERATED 'TRAFFIC CORNL STONE uvw WINDOW CON NECTICUT ROUTE 194 SULL IVAN AVENUE t SAND HILL ROA y 4--12 4-31 12 4-12 f-12 31 30 N b-a r b -14 15-0 Ib 16-1 GTON 16- 13 N N 2—ELROAD t12- 12- t W N 2 SITE W t .-11 o 10, w f r O A(ti1 N g z o W f N F A JA0 FUSS&tafYE 1. MANCHESTER. CONNECTICUT A.M. PEAK HOUR RETAIL GENERATED TRAFFIC CORNERSTONE 0^1 lru ..flj"neno l4%f%M 9t'%TIrI IT ROUTE 194 SULLIVAN AVENUE 04 R i 4 t14 1 SANp HILL ROA rr it 68 "9 8 R 26 +63 63 68- _I 68' 69 ' gT"' b4 ELR ON 55- 4.14 *-69 SITE i65 F m F F t 1 FIGURE . 68 Ana Fuss&0#lk MANCHISTEN. COMNECTiCUT P.M. PEAK HOUR RETAIL GENERATED TRAFFIC CORNERSTONE cn11TH WINDWR C NNdECTICUT ROUTE 194 SULLIVAN AVENUE k,13 f-13 SAND HILL ROA Q` 53 4--53 4 f69 129 ro 50. 4- 27 ELLS TON T9- 15 i Ik 13.i ROAD t 52- 52-* t 4.18 .-71 SITE O iCD n 110. 70 o l ca t 40— - 4p w a w FIGME NO. TC f' FVSr.S WTS11F." MAMCMI:TER. COMNECTI UT SATURDAY PEAK H UR TOTAL GENERATED TRAFFIC CORNERSTONE 0^114ru ulluncWto A FCTICUT ROUTE 194 SULLIVAN AVENUE 8 101 1 HILL R N O R-200 4--630N77mf-430 4-612 a 27 Sol f-637 162 Rillillillif36 a 30 9 0,A !t 25 1 o$D '711 -6T3 g64-1 41 & 104'1`' 937 Cto9- 698 41 t* ELt_10AON 1o44- 164 w 1216 03- R u N 4-65 f-137 SITE o i72 m n 0 g Z Of 40 5 u t 10 1406 O tg W FIGURE HQ. 88 FUSSBaNELL YANCNESTEA, CONNECTI UT 1988 COMBINED P. W. PEAK HOUR TRAFFIC V WMES CORNERSTONE lutunQno r!A FrMCUT ROUTE 194 SULLIVAN AVENUE lblb V SAND HILL RO PO lb N 29 o v 1618 0-574 w 40 f,-406 f-5-m a 37 487 f507 170 rr w 30 21 489- 1991 li 1 Z36 4-533 T 555- 1 1 576- 87 $ 754--* 423-44ELLINGTON597- 42 -i, ,0 I Is-i 95 ROAD t 649 554- t SITE a 18 4- 72co F 4-26 fl F MANCHESTER. CONNECT CUT 19 COMBINED SATU DAY PEAK HOUR TRAFFIC V LUMES CORNERSTONE