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HomeMy WebLinkAboutSITE PLAN 1250 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 staff : r require 14 days to determine application Receipt Mo. 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 w i 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 58 *Restaurant 0 0 0 0 0 0 *Bank 8 1 2 0 10 11 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 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+ 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------f f 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 f1fj -----------------------------------------------------------------------------------------------------N-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__________t t 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 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## # 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--f 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--------------+------------}--------------------------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------------f f 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------f f 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 ar�Qy`ra of 41 ' 10 a+ ,f ? an • i paves me as 4, an *a `} shOooy Q ��e•f'�ala ellrps�� a e0 crnIM t r y eYT �i1b t0 aety, • ,j 3 1 74 Z � � a► fie• � a � •� l � ♦4+ � � M r . 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' f Y• R Le 4y : . ae s co ►s ��`�'� # � FIGURE NO. .af, • ndl 'll060 FUSSMYNELL- • 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 BY memoineem kw 'Y SUBJECT: 4 /C it EXTF�it/y L SHEET NO. �.�C.KtA�yDD- �EMi NCB S-r, — ,41 — of /�'E.4.e f�e�,e. Tier4F�iC ,2 WORKSHEET FOR FOUR-LEG INTERSECnONS - NXMLY VOLUMES Grade Z x STO �9 O ZN-0 YIELgtj� 1ir Vol vw N 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 NA IF }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, dd 5 +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,/c j12)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 BY consulting engineers R.G tn�►/ 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 Of t� 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_5 2 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, LV io 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 NKNEMFNTS 7,8,9 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 $ea-yi?y SUBJECT: RJC-vJ ANb RD. �Et��N� Sr. - M� �oM�+ SHEET NO. Of WORKSHEET FOR FOLT&LEG 2MRSECnONS HOURLY VOLUMES Crude-/—x STO D Z �N-Cn YIEI.DO via v„Va N _JI � L_v.I N-Q r_._V,f/6 _ N V trade 2 x r — Crude Lax v,__j uujm road vi STOP GO, N-Q �Vk,Vv Vq YIELD O i Date at Mwor minor toad Time Pleiio& P001' Ewa,-k4 5-t-_ Averar lbuu*q s yS~ P'HF: .� Crude O x VOLUME ADJUS17MFNTS MoMeo+a+t 1Vo 1 2 3 4 S 6 7 a 9 10 11 12 Volume(vph) +31 °> (pcphl see T&W 10-1 8 6 Z, 1 4 VOLUMES IN Kni .- AWL 2 NA v„v„v,. v. NA v� r� NA v, v, NA v, yr v8 v. — STEP 1:RT From Minor Ststet F V. v�r Conflicting Fbws.V, 1�+��-� 1��+ VC„� + -—�vph -' Critical Cap T,(Tah 10-2) ./t4(set�) 41/ (sec) Ibter+eW Capacity.cr(Fit.10-3) c'.- pcph cr,:-_ pcph Pow of cr Utilized (v./cp.))X�/��0- % (v„/c�,qX 1100- % Impedance Fattar.P(Fig.10-S) P.- •-1 I-� P,:- v Actual Capaory.c. c..."co- Pcph S.12-CV12- —pcph _ J . OFUSS&OINEILL PREPARED DATE CHECKED DATE PROJECT NO CO irgergivers BY BY -3-►�-Q} f? G. —2 o-8 gCM-y$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 .(s�eC)) Q_(spec) ta>tial Pb 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 Ca Pa 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 c j10—_.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 LEFT TURNS t 4 Movement v(pcph) C.(pcph) c„—c,,, — v LOS 4 JOE ��� FUSS&O`NEILI_ PREPARED DATE CHECKED DATE PROJECT NO '3 COf1S1Jlttf19 engineer BY BY 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,�. 3 % 3 v, V � N-C1] , � ) V,V� — t V,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 Dv 7 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 $D6 9 / 0Z /OSO 948 ' 4 31 //30 p CHECKED . 0 PREPARED DATE C DATE PROJECT NO I MFG N� BY BY cor�sufrng engin►e�ers h4/ 2. G. 3/r.�F7 gam-y�Y ?�T4�n SUBJECT: A _ SHEET NO. of WORKSHM FOR ANAL IS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street: Od-4C-5— Si-; N .1-1 N— �_ Vs �_V3�71 Grade V2 Vs V3 V�� V3 N= a� V3 C _I VLIE,vo Date of Caun • 3 8 I MOIS'IOP 1 Time Aeriod: � O YIELD Averap lb uugr g4ZMAmw� N=Q Minor PHF:_Grade 8 % A m,^* ST. fV19 F VOWME AD Mwea Na 2 3 4 5 7 9 wunw(%-F&) +4 val.(pcph),see Table 101 STEP L•RT item Minor Sh met r►V, i 1 P'"` Conflicting Flows Vc 1/2 V3+V2=�+�—�.vph(V�,) � r Critical Gap,TC,and Potential Capacity,cp T-C=r sec(Table 10-2)c.,—10=pcph(Fig.10-3) Actual Capacity,c. Cow=CPO_=k!rpcph STEP 2:LT From Maim skeet j V. Flow,Vc V3+V=_.�_+4-4 —4—vph(V.) Critical Gap,Tc,and Potential Capacity,cp Tc_ 47 0 sec(Table 10-2)cN—=pcph(Fig.10-3) Peron of cp Utilized and Impedance Factor(ft.10-s) (v,/cp,,)X W— P. Actual Capacity,c,. c=4=cp.,mlj= cPh I STEP 3:LT Ft am Minor Str V, Conflicting Flow,Vc 1/2 V,+V=+Vs+V4_-L-+A+51+ --_L,2&vph(Vc,) Critical Gap,T�,and Potential Capacity,cp Tc_hb.!�'sec(Table 10-2)cp,= pcph(Fig. 10-3) Actual Capacity,c" c.,=cp,X P,=,ZQX=— pcph SHARED-LANE CAPACITY SH v,+v' if lane is shared = (v7/c.7)+(v•/Cwt) Movement Na v( ) c,( ) ( ) c LOS 7 759 '7 9 I Z 1000 4- 9� 4 �- a r — FUSS&O N ILL PREPARED DATE CHECKED DATE PROJECT N( :3 KQ) con sating engineers BY BY 3-- -g� SUBJECT: �mc�T-E. 3p il )FX7Pi?"4 L SHEET NO. 14 WORKSHEET FOR ANALYSIS OF T INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH ZouTt 30 Major Street E.�f-,O& v.-.•Mrs. �,u, N vs N—Cl VS L,4 Z$•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 10 1 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,—zL t 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+ f l 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 T INTERSECTIONS 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 dA -- Tune Period- o YIELD AverW Running Speed; o N=❑ Minor Street: PHF:_Grade o % VOWME jwx6'I mvm 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_15 Ge ie VZ V4 A6 — 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 I �8 �� 86 �� 9 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— sec — cr �r.�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_ • 8 G O Actual Capacity,c. c«MC P4—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 T tNTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Ca orw 30 Major Street:E•,.ve.ro&• 2a. N vs VSWO Grade V2 — V. A 1.4 v — V. Q�6 V3 N= 0 V,v, v,v9 Date of Counts:- 3/9';r O'S'iOP 4J Time P+e dod: � 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 10 1 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 - sec - Gap, � 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 P4Actual Capacity,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 BY is --. I kW ?-G. Alre t - 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 r iz i z % • 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 VEh GroW . ITurn Turn Rat Mweu+aw Fbw ( t ( ( (�� t ft Ir s (PCP,wn N (rpm 9•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 /o o /,o o /.oo / oo /b 613 1=8 /Too l o /.oo Zoo /.ao zoo •9�� yo •. LL i ..9 f���i�SS�3C�,�� PREPARED DATE CHECKED DATE PROJECT NO. .r ��EtLL BY BY = SUBJECT: 9 g$ EX 1 FWAIA L. SHEET NO. 4 3.GP• LANE APT SAT. Fro VV CRMCM- 9 A uE �'Ro P 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*-t ep 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 pe ft (+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 f fi Z SS Z . 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 m rf, '� �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.Sat AppL C 4 ided Nod line He�vp Grade Mg. &n Area TSM Leh Flew Mv�i�ere. R�oM► 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 BY �Q� —'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 C ♦ :--;-- Awr.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 I bw 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 ' C ES /,oo D., 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 ® © ® A Sat. 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 :23 MaFUSSM31MMM PREPARED DATE CHECKED DATE PROJECT NO. =-is� e�r r� 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 $s /�(o •°�' zip 9� � � .:. .: . / %oy � � '. 9�—,l03 :SLA' 63 � = � 4.fir« First lksm Sewed Zbtm M" is LOS •►s.l+Kc IWNQ m O © O O O O ./e Gem n � Defy► Lane Dday Propessim Lane Lane App` p Ratio Ratio L�er�dh d, �P d: FKIM Group Crop Olaf l�6 .. X S/'C C (sec/veh) Capedty (sec/veh) PF Dday- LOS (sec/vda TAk b ("c) a Table 9-13 (sec/veh) Md k 91 ( ) X 94 .� 164- 90 13.8 gZ . i /.00 1�00 14. PIS r' .o � 6 90 IDd y .oe .l 8 4' /.DO QQ .63 .D q 90 /163 I• 0 E-S .lC3� 33S go I 0s IA 152Py /,00 ?/1.0 963 oto 400 FUSE,-SOINEILL PREPARED DATE CHECKED DATE PROJECT NO. e-4� gy BY ilo corwifting SUBJECT: F,JE C.Cl2.NE�s- 5ct.�t-t+ wi►1DSc 2- �}Mgg - _ SHEET NO. Cx r�rl•4 C. 1 °i3 — �- LI►wE x s AOS�LTED Vowma Lw ML FLow 39,5 as '94 30 w� 74- 3 1 ciao ��. 8S /.00 93 l ti 'le 15 351 . 9 I , r.co � 43D ��'� 4 � 4��t t Rorf I*A 13' /co Poo .s 301 sc -I I ZZ 3 /.co Z45 id 2 /.co 314 -g%JCXA-A WOO 5`3-3 C� SATURAMN FLOW ADjusrmENT woRKSHEEr F y LANE CMOUPB AD FACTORS 0 0 O O O O 0 O O ® 0 ® AV L �� No at t.u+� ,.►y cmde ems. 7A�,rp�s RigM e tic �oM► MoGmW�a+e� FAO, Lmm %dth �ieh f f f f n T n Rate ILI s (pcpl�pl) N (vP� 9-5 9.6 9a 9-8 9-9 9-10 9-11 9-12 A 1900 .93 98 .o /.o /.o /.o 10 .82 r 101 ,C)b 10 1.o /.o /-0 91 l.0 1� a 1 .93 1.15 1.0 1 d /.o ).o 1.6 11-0 164 as 18 0o I .9} j .c)5 1.0 !.o /.v to1.o ,9� 1 Z6 — swQ1900 1.0 l.o /.o 934 ,999 t Si 4- ` /eoo l .93 .96 to l.o /.D l.o I 10 9d 1Sz st E-8 Eco .13 o)b 1.0 /.0 I.p /•U /.o — '�' 1 to Lcm /.o !.o 1.0 1•0 ,9�2 /.o i�97- Vla '�- l9cc 1.03 ,�f� 1.o I.0 1.0 1.0 .99 1.0 )8oZ • ® FUSS&O'�t BLL PREPARED DATE CHECKED DATE PROJECT NO. BY BY cawlthgE�lgir eem S66 — `i$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. Fto vN rxmcm- P q LAN E U , A E 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.439 _ S Z4 5�4 ,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., I Zo 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 r 77 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 i MFG IVFJLL PREPARED DATE CHECKED DATE PROJECT NO. :30 sueJEcr: ��� ��� .s- scurr.z w�r-1Ds� �- 14 - GoNa�w/ SHEET NO. fa Awsusrim LANE LA VOLUMM FLau) 36 Z ioo �a- S /.o 0 9-3 9 L c d �d a 39Z . 91' 1-co 431 .fir 4 r�� s�r .Sl�.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 Rate Mwmrww �b Flow f ( 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. ergreers cwsuftirg BY BY Ss6 — Yey ytiq/ 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 2� 4 .?.Z8 t� .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 ✓ .o�b� �04- .981 Z _ _ rEescacnoH s 1622 1 •3/2 D o S � o 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 — �• F w8 / / �.eo - r 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 + i 3 — 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 T INTERSECTIONS -- 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 3D� °"�► Flow,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 shared SH— / (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,—m rrr 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 / /� Z 4 52 VOLUMES IN PCPH 5 NA vu ru vBe v. NA VS 4 •. S�5 NA NA V2 r v) v� v� V. ZZ I 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.— Z9 0 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 BY consulting engineers 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 +493-170 2. vph Critical Gap.T,(T&10-2) ',�(sec) Sa(sec) Potential Capacity.c,(Fig-NO) cp,— :3 90 pcph e*,— 520 pcph Percent of c.Utilized (v,/cr.)X 100— + % (vl/cal)X 100 Impedance Factor P(Fig. 10-5) P,- . 9 0 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,,—7 0 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, L . V 10 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 /f 6 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 CHECKED • ® FI�S��&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 , Pec�ent 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-Vctl r F;+-��.MP40 fPh I Critical Cap.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,�n Percent of c,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 4 e0IsroP 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/ Z 3 Z Vol.(pcph),see Table 10-1 178 D 46 SIL L Irr fron Minor Sty et t-0-V, Can Bictirtg 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,.) I Momment Na Ape—ph) c ( ) c.,( ) cit LO S /aI z 4 q D 2 9 /030 4 FU = ' PREPARED DATE CHECKED DATE PROJECT NO _J1 ® SS8.J NEILL BY wq/ - G SUBJECT: CL Ap_ 772EET -z `�— ^ 133 CO ��Et SHEET NO. vj,k9 of WORKSHEET FOR ANALYSIS OF T INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Street: r'LA ie e-' ,,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 L 0 NEI L PREPARED DATE CHECKED DATE PROJECT NO OOf1StJltiflg engineers BY BY fXTEI�ti�9 L SHEET NO. — _ SUBJECT: �o v 7� 3G � S "- — P/� of� .E't.c..vC�Ta•v .tc+.eo /�E�4�C. I�ov�. Ti��4/c� C. / WORKSHEET FOR ANALYSIS OF T INTERSECTIONS HOURLY VOL LIMES VOLUMES IN PCPH CowrW 30 Major Suet:EA.c.•ver ".eo. U) N N= VS±z 2 wa � 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) $9 Z 6+ 3 4 4 V? f s +9 � Val.(pcph),see Table 10-1 3.3 S f STEP L-RT hm Miner Street V, Flow,V. 1/2 V,+V,— 3 2 +'S 7 2--9 Z4vph(V,,,) Critical Gap,Tr,and Potential Capacity,c, T,—572 sec(fable 10-2)c.,—3 2Opcph(Fig.10-3)` Actual Capacity,c„ c w—c,,—3?•Opcph 51 1 LT Fro®Major Street j V4 corneicting Flow,Vc V,+V2- 64 +g9 2=9-56 rph(VN) Critical Cap,T�,and Potential Capacity,c, Tc—S 2;rsec(Table 10-2)c.—-510 pcph(Fig.10-3) Pie m oft,Utilized and Impedance Factor(Fig.10-5) (v,/c,,j X 100 P,6_ •9 4I Actual Capacity,c. C04—c,,—3 O pcph - S"M 3:LT From Minor Street -D V, - Con9icting Flow,Vc 1/2 V,+V=+V,+V�— 3 Z+81 Z+4Z�+33 —13$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 (V 7/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-< �t E 7-_ - f E '� ��F=1 I 1 WORKSHEET FOR ANALYSIS OF T INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH QTIF 30 Major Str N V,M I N-Cq V S::' V2 Grade -.. 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 10 1 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 Facts 2t 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 FL OSS&O`iVEILL PREPARED DATE CHECKED DATE PROTECT NC j OOf1S'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 i Vaua+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 Sts eet 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 I - FUSS840 il�EiLL PREPARED DATE CHECKED DATE PROJECT NO consultll'19 engineers BY BY :i3 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 T tNTERSE 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 ADASTMENTSI Movement No. 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 :;:I�cp p. Actual Capacity,c. �.—S6— t STEP 3: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 FG M 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.r LT 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 fkGnoup Set. Lams Width4y Grade Pkg. eus Tum Rate �Ay�e�c Rim loft oc~ N . ` (Vp 9-5 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 /$o0 1 /,oo it 1.00 /.00 40cO Avo A 00 I.cam /�G r sg Q-oo ! I vo . f /ao /.ov /00 / /eo ES / Op o I gir EAO O Zoo Aoo Zoo ,7 - j PREPARED DATE CHECKED DATE PROJECT NO. 2 OO wlt BY BY ng eng�r�eers SHEET NO. ._ suBrEc-r: t •_ • • • • , ••. _ _ • • _r _ • . III { ' i : . • 4r 3.C�P LANE _ LANE APT. SAT. FLO vd c Rmc.AL R F RAn FLow5 vc 4Ro�P Y/ouP FLcvi/ Low DC 97 r Z 9S3 �3Sd' .Syg ✓ ,bo� joys ,9�Z � : � :.- ` 9 . = , 9 3-73 /75'0 .Z/ ✓ ,Z 3 Y/0 „aesr�noN DELAY= ILoS = C 4t.taw&#- Gcoup Mgt'gsm Se000d arm WaDdST&L+06 ••Stwt QLi m O ® © O O O % Green -Cyde D&y Lane Dday Prop emm Lane Lane APR Rado Rado. L W& d, Group d6 � CAP r�P D'�fL S X S/C C (sw/� Capdh► (�/�) R Dday � (oK/� T"(sec) �c TAU 9-13 (sec/veh) TaMe 9-1 ( ) "XGI 94 .yyo ." 90 h o 58 ,9/ .Go/ 5o 12.06, toys 8.0 .ao zo.5 C yio .D /,00 2 2 52 E FtJ IVBM PREPARED DATE CHECKED DATE PROJECT NO. corvxlbng er4f1eerS BY BY g L kw 3-/7-sr;L I V- G. 3/z31Ff '?6 -Alq SUBJECT: F-Ocjr-E i /9GQ NE 17 9y _ c O�t��3/ SHEET NO. i, LANE x "Ao3wtrf-u YowKt l�► ME Ft,ow yG ioo y� s � Zoo ;7yz 9� � . 'Z 7 39z /.00 /3 /t /z x N X t,.yj, }. �' X T� %.♦LL Jo.. XTLT Y- Lr r SATURATION FLOW ADJUSTMENT WORKSHEET ` PLOW LANE GROUPS AD FACTORS O ® O O (D O O O O ® ® ® Appr. Line ideal No Of lane Heavy Grade Pk& Bus Area RiaM Leh Flow row Sat Lanes Width 1kh �►pe Turn Turn Rate ia+es Fbmv t t [ ( [ [ [ ( s (P~ N a aT&bkh p 9-5 9-6 1 9a 9-8 9-9 9-10 9-11 9-12 �►8 '`� oo /oo .9� zoo /.00 /.00 /•oc> Zoo ,9 /67G 1.00 /.00 Zc>o /.oo /.ao i.o o Zoo /.00 /goo /.=/.ao /;7G 58 Ado . f /o o /,ov /00 /. . m zoo /-�3 O . 00 FUSS&OINEILL PREPARED DATE CHECKED DATE PROJECT NO. BY BY I _ Vva✓ 3-+�-Sri- �'� ' 3lzz/p � �y SUBJECT: 9 g$ 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- �Ro p 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 fm iCamp Ratio Redo LmV& 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 a NOLL 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. you r � .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 WORKSHEET a` �' cArrE GROUPS ADIUSTMENT FACTORS APPL Laane f®1 Na of Lane I�a G�a d� M®ra R©t L h 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 Mir�mo 'tVSLL PREPARED DATE CHECKED DATE PROJECT NO. OOf1St. tiv et'191�1 Y 3-�K-� %?-G- 3-Z3-9 BY —'yg�/ ~ 19'ar EX TE R N A L SHEET NO. J-A- :D 3 � 1 t ' 1-._�G t 3.GAP. LANE �}1a,sE APT SAT Fro W 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.44 3 g G�� ,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 WORKSHEET FLOW LAM C UXJPS AD FAC M O ® 4 O SOL Lance m O 4 O O ® lklm Rate Left Adj.s.L A� 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. Fro v�/ 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,v E Gc i2r•l S- 5�e r.-�} �„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 -+4 �o 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 Rate MalN f s pbw 9-5 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 l S' 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 d 3 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: ;::i J 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-A t-40, ST" -+� 1 404- .o0 4110 14 X t��TM y� T3 X.Ti �C.tL1 ��a• �TT� X.TLT J Y. 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.�- I BCD 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*vef1C�jreem BY BY $6 — IfIT Y . Y1�✓ 1347-T-7-1 19Ts M B i atb 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 LANE 3'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 E Z 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) Cape ft (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 BY :3 0 =JOCSJltllg elglrS �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 Maim Street: ' �'— N N= �---- Vs 9 3 V2__� v4 �+ Grade RL v2 —� 58 5 - V3 v, 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 Z voL(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 shared SH= (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. .4 SUBJECT: .�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, V g'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—— + — .50p4 3 _ 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. �.j G KlA N DD �. } E t-�/t+N Cr S T. — l�E.¢� f/oJA-_ of .2 WORKSHEET FOR FOUR-LEG INTERSECTIONS HOURLY VOLUMES Grade�x . >{/N S TO — — 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 0 x 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 va NA vs /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 pcph 3 Actual Capacity.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,.— S —OO 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 Pi x 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. L V ie Conflicting Flows.V, VAM /++„Z f, —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 NO O FUSS&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 road _..11G�G_ V, maim 'va 'ISTOP G - 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, va NA v, 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..O S 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 O Actual Capacity.L c,..-c..- pcph L,a-S,a-4 pcph ..� FLlSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO . O c=wAting engineersBY BY SHEET NO. SUBJECT• STEP 2;LT From Major Street V —J Vs - Ccntiding Flows.V. V,+V,-V V� ' �` �vph 1L+ — � — 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 IX U.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 � V2 -� ) �N-� V7 VO r v,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 — Z9 Flows Vc 1/2 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,/c j 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 S P'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 I ? ,L _ 1 C 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 Al n 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 V 3+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 T INTERSECTIONS - HOURLY VOLUMES VOLUMES IN PCPH RouTE Zo rTNN Major .��. N ' i_Vs Grade V V1- 49 y=---� y' , —1 2 Z� v, � v V7 vo 7 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� $7i�FT_��� _ C�+�'��F''�� SHEE r. N NO. WORKSHEET FOR ANALYSIS OF T INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH Major Sheet:EL"', 11 2� N q �--Vs N= � �—Vs 1 V.� . . Grade �V: V•Zi Vr,17 V3 �N=Q —� V7 V, Date of Coun 4 L Oe'�P Time PeriodN O YIELD . Average Running Speed: N=Q Minor — PHF:.Grade Q % ..('LAQ2 W-sL VOLUME ADJUSTMENTS Movement No, 2 3 4 5 7 9 Volume(vph) 4bT 4� Val.(pcph),see Table 10 1 z� STEP L•RT from Minor Street r V, Conflicting Flow,V 1/2 V3+V== -j I + _ ..vph(Vco) Critical Gap,T,,and Potential Capacity,cP Tc_ 5"� sec(fable 10-2)c�,," pcph(Fig.10-3)- Actual Capacity,c. coo me P -- STEP 2;LT From Major Street t V� V V +V== G+ vph(VN) ConBicting Flow, , 3 -_ Critical Gap,Tc,and Potential Capacity,cP T,_-5.Z kAc(fable 10-2)cr=4 00 pcph(Fig.10-3) Pacts of e.Utilized and impedance Factor(Fig.10-5) (v,/C,)X 100— P._4- 5 _ Actual Gpacty,c c..=cr•_ 40 pcph SItP 3:LT From Minor Sb 7 V? _ ConBicting Flow.Vc 1/2 V3+V=+Vs+V,— + + =l �►ph(V�,) Critical Gap.Tc,and Potential Capacity,cP TC s*L sec(fable 10-2)c,, 10 pcph(Fig. 10-3) Actual Capacity,c„ c,07,=cP,x P..LLta X ' pcph SHARED-LANE CAPACITY SH= v,+v, if lane is shared (v?/c.7)+(vdc q) Movement No, v( ) c ( ) (pcph) c 1�05 7 6D 1 'IOU - 9z 3 1D 4 3 60� s J . FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO. � C) consulting engineers BY BY SUBJECT: .mew rez 3o _ �?�g _ >=X'reAJ 4 L SHEET NO. Age- / of X WORKSHEET FOR ANALYSIS OF T-INTERSECTIONS HOURLY VOLUMES VOLUMES IN PCPH r Rewra 30 Major Street:EAA1.,es MAJ 2a• N vs 442 Grade � V Y,2$ — V:---� V, •d I� v3 (;::7 N -1 V3 Q l -Q —� ��r— V?V. Date of Counts. 1141 1 T I 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 I volume(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*,_.!?---5 pcph(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,5 pcph 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-$98-±,�a pcph SHARED-LANE CAPACITY , SH v,+v, if lane is shared — (v7/c,,),)+(v,/c.*) Movement No. v( ) c ( ) S.( ) Cl- LOOS 7 I 8 -- 9 i 06 1540 49 4 0 Z b l . FUSS&O'NEILL PREPARED DATE CHECKED DATE PROJECT NO BY BY OOt'1SlJftlflg engineersto� .�e�,7-E 30 ' Q SU`BJECT: j,�. — �� j SHEET NO. r / of Edam¢Tb o+ Rc•o� DVEW -f` WORKSHEET FOR ANALYSLS OF T-tNTERSE ONS HOURLY VOLUMES VOLUMES IN PCPH uT� 30 Major N V N +— V 1SV --� V�/lam GradeV: V' — :6c? V3 Q96 N an 0 ) V,V- Date of Counts: 4 C�A O'Smp . Time Period:A z O YIELD Average Running Speed: N—0 Minor Street PHF: Grade 96 �E E VOLUME AD Movement Na 2 3 4 5 7 9 i Fume(vph) 4 38 S 51¢ 3 49& I vbl.(pcph� see Table 10-1 1042 �. STEP t RT Tram Minor Street r►V, Flow,Vc 1/2 V3+V2—1°.�+A�/ vph(VA) Critical Gap,Tc,and ftential Capacity,cp Tc— sec(fable 10-2)cp,,—y► pcph(Fig.10-3) Actual Capacity,cw cwa—c,,— pcph ; SIIEP 2:LT From Major Street V. Conflictiing FkPK Ve Vs+V2— t_+ vph(Va) Critical Gap,T�,and Potential Capacity,cp TC— c sec(fable 10-2)co—(1/10 pcph(Fig.10-3) Pimesu of cis Utilized and Impedance Factor(Fig. 10-5) (v./c;pj X 100— P"— _ Actual Capacity,c. c MC — - STEP 3:LT From Minor Street V, Conflicting Flow,Vc 1/2 V2+V2+V$+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 Rate IIrtoy<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",e�ersmoo w✓ 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 CRMC S C iZo�P V jC �''`""ss RoUP FLbM/ FLOW uno .._.i t / 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 A .�z o 3 � 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 BY suwv 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,K ME1- C L O W 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 Jf ttng er gingersmoo, BY BY ". SUBJECr: SHEET NO. .�o�r� i yy � .Ecc� •� •�� /� of PMSI04 3. CtP. LANE APT SAT. Flo v1/ CRITICJ9�. LA Q {� VP - q„�.mg Roue Pµ�s FLow Flow Rxna �.o VV/C /C .:._ 4 Z W:k= �z / Z- /7G 4 Iff nofv EL4 Y= 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 WORKSHEET P� ~ hLAAJM GRO�JPS AD EACIORS ® O o ® ® O O O ® © ® ,,d�sa�� heat Na of cane Henry Gwae Pkg. &a Ana �t Left F o, 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 .`)'$' ,oc� ,l o c� /.c� itoo /.00 .955 lev�G t /Too /.00 /.00 .00 /.00 1.00 /00 /.do /.on /ocs .«o .86- /.ao /'Y9 W$ /Too /.00 .00 A oo /.c5co /.oo /.ap .95 /&76 1 D DATE CHECKE131 DATE PROJECT NO. FU IME�. PREPARED BY _ mooe� 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 �fS 1S " C R�up PNA E Ft�r✓ 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 I MFG ROD 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 YQ L U M IVE, 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 WORKSHEET PLOW LANE GROUPS ADIUSTMENT FACTORS 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"F l w" 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: L7 0 Al ,31-0v'rO SHEET'NO. �o jritlL��/L.L 2 t 3 Suss✓.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 BY en91neem 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 °f 3 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 (VPW 9-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 ,9 8 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 BY BY , 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 1 1 3 ,lao S`� "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 Rate crow sat Lanes Width VEh 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 .fib - E3 1 ono 93 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 ml 1 LSO I . /3 I.C10 1.O /, O 1.O h O /.�. w� 1 MBLL PREPARED DATE CHECKED DATE PROJECT NO. OO�tttlg wlcomw, BY BY Al ItIvw y 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 u P V •--t-- P��sE G /C i A"" is yRovP F�v� FL-ow Rgni) 4 13rZ 43 ✓ ,2 4 — JOIL •� 3 4 3 1&3� , � ,3�4- Z .7 _ Lr 3Z3 4- v q2 1la2lo 1 ✓ .0 134 , � 1,3 3�60 sW�rz.-% 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/v eh) PF Delay L OS (sec/v�eh) Table rnar�es (9e4 a Table 9-13 (sec/veh) TAk ( ) X M 9-1 1 to 40.ZZ 384 38f.3 z 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 4�4.0 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 , — 2 Gra Vde S2 V, �� vs � V 1 Q-% 3 N=o v , '—� V v, v, Date of Cmaum /� 11 G-Smp l Zb 3Sj $ Tim _ e 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,=E G 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 = l pcph 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 , L t" 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 -A OV'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 91 m� '�..48 ♦.46 T 30 -► j'r► ♦44 41 -► 41 f� 104-► 103�r 93-► 93-y =�Nw�► ELLINGTON 43-► 42'i► ��+' 94 -� t �' t 52-► �-► ROAD 4D t t 30 SITE �► F 29 Oq Mj NN CD 0 ce �'6 �. ,ems s 13� 16 -► 14.r �J t 4, 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 c o NR-2 1 4-808 O �—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 "* t �♦ 386 19-► ROAD ♦ w SITE 40 4-o f-o 04 W� m �0 A( �, o a` O ca :... yy •t-3� 10, 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 Man SAND 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 .-sr � 0 /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 3T1a *-- `.419 41-436 0 eo c 30, IT 504"� 164-� 41� r! 0 8 *.450 48T-► �1 t� 504-► 0-�► 00 663-1 e� EL R�� 2 N 514 '► 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 HILL 15% / 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°1�0 �� �.... �� 5 /o SAND HILL RO 10°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 §I 20% 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—� EL ROAD t 12-� 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 � EL � R�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--630 N77 m f-430 4-612 a 27 *-Sol f-637 162 Rillillillif 36 a� 30 9 0, =A �!t► 25 1 o$D '�711 �-6T3 g64-1► 41 & 104'1`'► 937► �� Cto9-► 698 41 t* ♦ ELt_10A ON 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 t g 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 lb `lb �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--* 423-4 �-4 ELLINGTON 597-► 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