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09 Appendix 2 - HCM Unsignalized Intersection Methodology and Worksheetsrn C) T I I cz L 1 I I i Aft � r Oft -� f w ► •°D w -o Ikk Appendices 1. 1998 Peak Hour Traffic Count Data 2. HCM Unsignalized Intersection Methodology and Worksheets 3. Traffic Signal Warrants 4. HCM Signalized Intersection Methodology and Worksheets 5. Consistency With General Plan Circulation Policies Appendix 2 HCM UNSIGNALIZED INTERSECTION METHODOLOGY AND WORKSHEETS HCM Methodology HCS Worksheets Appendix 2 Highway Capacity Manual Unsignalized Intersection Methodology All of the key intersections in the study area is currently unsignalized and controlled by stop signs on one or more approaches. To evaluate the ability of thess intersections to serve traffic demands during peak hours, the capacity was determined for each minor approach movement and the left turns onto the minor street, and then compared to the demand for each movement. In this manner, the probable delay and level of service were estimated during the peak hour from Table A-1. The methodology utilized to determine the maximum capacity of the minor approach movements and the left turn onto the minor street (in passenger car equivalents per hour or PCPH) accounts for approach grade and speed, traffic mix, lane configuration, and type of traffic control. It allows the maximum potential capacity to be determined from the conflicting volumes and the critical gap associated with each type of vehicle maneuver. Once the capacity of each of the critical movements is calculated, the anticipated delay and the level of service for each critical movement can be evaluated. Typically, the movement with the longest average total delay or worst level or service defines the overall evaluation; however, this may be tempered by engineering judgment, when conditions warrant it. For example, left turns from the minor leg may experience delay consistent with LOS F operation, but the major through movements will experience no delay. If the delay is reduced for the traffic on the minor leg by installing a traffic signal, it may increase the overall intersection delay. For this reason, excessive delays on the minor legs of two-way stop intersections are only mitigated with a traffic signal when traffic signal warrants are met. This eliminates the situation where a large number of cars are delayed for the benefit of only a few cars. Table A-1 1994 HCM Unsignalized Intersection Level of Service Criteria Level of Service Average Total Delay (SecondsNehicle) A <_ 5.0 B >5.0 and <_10.0 C >10.0 and <_20.0 D >20.0 and :!00.0 E >30.0 and <_45.0 F > 45.0 Source: "Highway Capacity Manual, Special Report 209", Transportation Research Board, 1994; pp. 10-12. Existing (Year 1999) Unsignalized Intersection HCS Worksheets o � U o > C N w O ^ N u O LL U M O C O O y OA T o S > Ga y o 0 0 0 Q O v '> w 0 0 ¢ 0 as w 0 on Q a� c ra O\ N 00 y0 N O 00 w y � 3 cC O Ri OV 00 00 O O N O � O v1 O � O o .a C 00 00 N O� > O N p! ^ O ^ � T GL 3 0 N C M C N C a� ^ C s O w O n 9; o o C:w M a V O 3 Ln 3 N O O E N O M O E o O 0 eau" �y �. 6. W E S H a r u cU Q c3 .0v - �-.. ^ 1(1 --CD l/'I ON U _ c� Ca c U :a U_ p Cl- tn � = o ^ c p �^ o ¢ U a w en c ami � u 0 en 00 M N `o -a O Q 3 c O t- kn O er to �c �o ^ ^ N to _ O >CL _ N N o F- 0 0 0 O 2 c N 00 O V "� c 0 0 0 0 c ¢ 3 3 3 z z z w w w O OM N M In &: ¢ 0 c C N O ^ N O LL U M O C O O a Q o a`c 0 o y o 0 0 0 a` U a 0 0 0 0 0 0 Q a� c ra O\ N 00 w y � cC O Ri OV 00 00 O O N v1 O � O v1 O � O o GL 3 0 N C M C N C ^ C s O w O n a Ln 3 N O O N O M O E o O 0 eau" �y E S a a r � s � U U_ p Cl- tn � ^ c p o ¢ U en c u 0 en 00 M N V) O Q O 0; w o 0 0 0 O 2 N 00 O V "� 0 0 0 0 ¢ N OM N M In O M G N M t� N N w rx HCS: Unsignalized Intersections Release 2.1d JE_50EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Jefferson Street (E -W) Avenue 50 Analyst...................Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection ^� Eastbound I WestboundNorthbound L bounI Southbound LR LR L No. Lanes 0 > 1 < 0 0 > 1 1 0 > 1 1 0 > 1 < 0 Volumes 72 133 20 19 151 90 29 278 25 112 250 125 PHF ----------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis ------------------------------------------------------------------------ WorkSheet B NB ----------------------------------------------------------------------- EB WB NB SB LT Flow Rate 72 19 29 112 RT Flow Rate 20 90 25 125 Approach Flow Rate 225 260 332 487 Proportion LT 0.32 0.07 0.09 0.23 Proportion RT 0.09 0.35 0.08 0.26 Opposing Approach Flow Rate 260 225 487 332 Conflicting Approaches Flow Rate 819 819 485 485 Proportion, Subject Approach Flow Rate 0.17 0.20 0.25 0.37 Proportion, Opposing Approach Flow Rate 0.20 0.17 0.37 0.25 Lanes on Subject Approach 1 2 2 1 Lanes on Opposing Approach 2 1 1 2 LT, Opposing Approach 19 72 112 29 RT, Opposing Approach 90 20 125 25 LT, Conflicting Approaches 141 141 91 91 RT, Conflicting Approaches 150 150 110 110 Proportion LT, Opposing Approach 0.07 0.32 0.23 0.09 Proportion RT, Opposing Approach 0.35 0.09 0.26 0.08 Proportion LT, Conflicting Approaches 0.17 0.17 0.19 0.19 Proportion RT, Conflicting Approaches 0.18 0.18 0.23 0.23 Approach Capacity ------------------------------------------------------------------------ 363 545 810 552 Intersection Performance Summary Intersection Delay = 14.9 Level of Service (Intersection) C Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 225 363 0.62 10.5 C WB 260 545 0.48 6.1 B NB 332 810 0.41 4.7 A SB 487 552 0.88 28.6 D Intersection Delay = 14.9 Level of Service (Intersection) C HCS: Unsignalized Intersections Release 2.1d Approach V/C Page 1 Center For Microcomputers In Transportation Movement Flow Rate Capacity University of Florida Total Delay LOS EB 423 512 Weil Hall 0.38 4.2 A WB Gainesville, FL 32611-2083 365 0.47 5.9 B Ph: (904) 392-0378 247 428 0.58 9.0 Streets (N -S) Jefferson Street (E -W) Avenue 52 0.30 Analyst ................... Greg A Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection ---------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 1 2 1 1 1 < 0 1 1 < 0 1 2 1 Volumes 94 215 114 9 89 73 75 165 7 41 202 45 P HF 1 1 1 1 1 1 1 1 1 1 1 1 ------------------------------------------------------------------------ Volume Summary and Capacity Analysis WorkSheet EB WB NB SB ------------------------------------------------------------------------- LT Flow Rate 94 9 75 41 RT Flow Rate 114 73 7 45 Approach Flow Rate 423 171 247 288 Proportion LT 0.22 0.05 0.30 0.14 Proportion RT 0.27 0.43 0.03 0.16 Opposing Approach Flow Rate 171 423 288 247 Conflicting Approaches Flow Rate 535 535 594 594 Proportion, Subject Approach Flow Rate 0.37 0.15 0.22 0.26 Proportion, Opposing Approach Flow Rate 0.15 0.37 0.26 0.22 Lanes on Subject Approach 4 2 2 4 Lanes on Opposing Approach 2 4 4 2 LT, Opposing Approach 9 94 41 75 RT, Opposing Approach 73 114 45 7 LT, Conflicting Approaches 116 116 103 103 RT, Conflicting Approaches 52 52 187 187 Proportion LT, Opposing Approach 0.05 0.22 0.14 0.30 Proportion RT, Opposing Approach 0.43 0.27 0.16 0.03 Proportion LT, Conflicting Approaches 0.22 0.22 0.17 0.17 Proportion RT, Conflicting Approaches 0.10 0.10 0.31 0.31 Approach Capacity 1114 365 428 965 Intersection Performance Summary Intersection Delay = 5.2 Level of Service (Intersection) = B Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 423 1114 0.38 4.2 A WB 171 365 0.47 5.9 B NB 247 428 0.58 9.0 B SB 288 965 0.30 3.1 A Intersection Delay = 5.2 Level of Service (Intersection) = B HCS: Unsignalized Intersections Release 2.1d JE_52EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 -------------------------------- Streets: (N -S) Jefferson Street (E -W) Avenue 52 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection -------------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 1 2 1 1 1 < 0 1 1 < 0 1 2 1 Volumes 60 134 110 7 138 37 99 208 12 62 120 96 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet Approach Approach ------__ -' EB WB NB SB '_ LT Flow Rate 60 7 99 62 RT Flow Rate 110 37 12 96 Approach Flow Rate 304 182 319 278 Proportion LT 0.20 0.04 0.31 0.22 Proportion RT 0.36 0.20 0.04 0.35 Opposing Approach Flow Rate 182 304 278 319 Conflicting Approaches Flow Rate 597 597 486 486 Proportion, Subject Approach Flow Rate 0.28 0.17 0.29 0.26 Proportion, Opposing Approach Flow Rate 0.17 0.28 0.26 0.29 Lanes on Subject Approach 4 2 2 4 Lanes on Opposing Approach 2 4 4 2 LT, Opposing Approach 7 60 62 99 RT, Opposing Approach 37 110 96 12 LT, Conflicting Approaches 161 161 67 67 RT, Conflicting Approaches 108 108 147 147 Proportion LT, Opposing Approach 0.04 0.20 0.22 0.31 Proportion RT, Opposing Approach 0.20 0.36 0.35 0.04 Proportion LT, Conflicting Approaches 0.27 0.27 0.14 0.14 Proportion RT, Conflicting Approaches 0.18 0.18 0.30 0.30 Approach Capacity 1001 351 526 1027 Intersection Performance Summary Intersection Delay = 5.8 Level of Service (Intersection) B Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 304 1001 0.30 3.2 A WB 182 351 0.52 7.2 B NB 319 526 0.61 10.0 C SB 278 1027 0.27 2.8 A Intersection Delay = 5.8 Level of Service (Intersection) B HCS: Unsignalized Intersections Release 2.1d JE-_54EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------- Streets: (N -S) Jefferson Street (E -W) Avenue 54 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 2 < 0 1 1 < 0 1 1 1 0 > 1 < 0 Volumes 0 0 1 26 1 72 3 171 23 123 190 1 PHF 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet ------------------------------------------------------------------------ Intersection Performance Summary EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 0 26 3 123 RT Flow Rate 1 72 23 1 Approach Flow Rate 1 99 197 314 Proportion LT 0.00 0.26 0.02 0.39 Proportion RT 1.00 0.73 0.12 0.00 Opposing Approach Flow Rate 99 1 314 197 Conflicting Approaches Flow Rate 511 511 100 100 Proportion, Subject Approach Flow Rate 0.00 0.16 0.32 0.51 Proportion, Opposing Approach Flow Rate 0.16 0.00 0.51 0.32 Lanes on Subject Approach 2 2 3 1 Lanes on Opposing Approach 2 2 1 3 LT, Opposing Approach 26 0 123 3 RT, Opposing Approach 72 1 1 23 LT, Conflicting Approaches 126 126 26 26 RT, Conflicting Approaches 24 24 73 73 Proportion LT, Opposing Approach 0.26 0.00 0.39 0.02 Proportion RT, Opposing Approach 0.73 1.00 0.00 0.12 Proportion LT, Conflicting Approaches 0.25 0.25 0.26 0.26 Proportion RT, Conflicting Approaches 0.05 0.05 0.73 0.73 Approach Capacity 322 503 1206 799 Intersection Performance Summary Intersection Delay = 3.2 Level of Service (Intersection) = A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 1 322 0.00 1.0 A WB 99 503 0.20 2.1 A NB 197 1206 0.16 1.9 A SB 314 799 0.39 4.5 A Intersection Delay = 3.2 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d JE_54EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Jefferson Street (E -W) Avenue 54 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0 > 2 < 0 1 1 < 0 1 1 1 0 > 1 < 0 Volumes 1 2 2 17 1 105 6 208 35 68 174 1 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------------- EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 1 17 6 68 RT Flow Rate 2 105 35 1 Approach Flow Rate 5 123 249 243 Proportion LT 0.20 0.14 0.02 0.28 Proportion RT 0.40 0.85 0.14 0.00 Opposing Approach Flow Rate 123 5 243 249 Conflicting Approaches Flow Rate 492 492 128 128 Proportion, Subject Approach Flow Rate 0.01 0.20 0.40 0.39 Proportion, Opposing Approach Flow Rate 0.20 0.01 0.39 0.40 Lanes on Subject Approach 2 2 3 1 Lanes on Opposing Approach 2 2 1 3 LT, Opposing Approach 17 1 68 6 RT, Opposing Approach 105 2 1 35 LT, Conflicting Approaches 74 74 18 18 RT, Conflicting Approaches 36 36 107 107 Proportion LT, Opposing Approach 0.14 0.20 0.28 0.02 Proportion RT, Opposing Approach 0.85 0.40 0.00 0.14 Proportion LT, Conflicting Approaches 0.15 0.15 0.14 0.14 Proportion RT, Conflicting Approaches 0.07 0.07 0.84 0.84 Approach Capacity 453 401 1301 803 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 5 453 0.01 1.0 A WB 123 401 0.31 3.2 A NB 249 1301 0.19 2.1 A SB 243 803 0.30 3.2 A Intersection Delay = 2.7 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d MA 50EA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection -------------------------------------- Eastbound Westbound NorthboundSouthbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's 0 1 < 0 N 242 8 1 1 0 0 > 1 0 N 4 284 1 1 0 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA_50EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 246 Potential Capacity: (pcph) 1039 Movement Capacity: (pcph) 1039 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 250 Potential Capacity: (pcph) 1303 Movement Capacity: (pcph) 1303 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. 0.0 of Queue -Free State: NB R 1 1.00 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 534 Potential Capacity: (pcph) 520 Major LT, Minor TH Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: -------------------------------------------------------- (pcph) 518 Intersection Performance Summary Intersection Delay = 0.1 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 6 518 > 558 6.5 0.0 B 6.5 NB R 1 1039 > WB L 4 1303 2.8 0.0 A 0.0 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_50EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection --------------------------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 N 252 3 1 1 0 0 > 1 0 N 7 270 1 1 0 11.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA_50EP.HC0 Page 2 Worksheet for TWSC Intersection Avg. Step 1: RT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 254 Shared Potential Capacity: (pcph) 1030 Approach Movement Capacity: (pcph) 1030 Cap Prob. of Queue -Free State: 0.99 Length LOS -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 255 Potential Capacity: (pcph) 1296 NB L Movement Capacity: (pcph) 1296 > Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) 5.1 0.0 B Major LT Shared Lane Prob. NB R 8 of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 530 Potential Capacity: (pcph) 522 0.1 Major LT, Minor TH Intersection Delay Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) 518 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 6 518 > 724 5.1 0.0 B 5.1 NB R 8 1030 > WB L 8 1296 2.8 0.0 A 0.1 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_52EA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 -------------------------------- Streets: (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection --------------------------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's 0 > 1 0 N 4 296 1 1 0 1.10 0 1 < 0 N 165 6 1 1 0 --------------- Adjustment Factors 0 > 0 < 0 2 1 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 52EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 168 Potential Capacity: (pcph) 1138 Movement Capacity: (pcph) 1138 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 171 Potential Capacity: (pcph) 1421 Movement Capacity: (pcph) 1421 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 468 Potential Capacity: (pcph) 567 Major LT, Minor TH Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: (pcph) -------------------------------------------------------- 565 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 2 565 > 679 5.3 0.0 B 5.3 SB R 1 1138 > EB L 4 1421 2.5 0.0 A 0.0 Intersection Delay - 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 52EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection -------------------------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (%) CV's M PCE's ------------ 0 > 1 0 N 7 184 1 1 0 1.10 0 1 < 0 N 191 4 1 1 0 ---------------- Adjustment Factors 0 > 0 < 0 4 5 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA_52EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 193 Potential Capacity: (pcph) 1105 Movement Capacity: (pcph) 1105 Prob. of Queue -Free State: 0.99 --------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 195 Potential Capacity: (pcph) 1384 Movement Capacity: (pcph) 1384 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 384 Potential Capacity: (pcph) 635 Major LT, Minor TH EB L 8 Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: -------------------------------------------------------- (pcph) 631 Intersection Performance Summary Intersection Delay = 0.1 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 4 631 > 850 4.3 0.0 A 4.3 SB R 6 1105 > EB L 8 1384 2.6 0.0 A 0.1 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_54EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 --------------------------------- Streets: (N -S) Madison Street (E -W) Avenue 54 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection --------------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0 1 1 0 > 1 0 1 0 1 0 0 0 Volumes 26 134 2 26 76 3 PHF 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet Approach ----------------------------------------------------------------------- EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 0 2 76 RT Flow Rate 134 0 3 Approach Flow Rate 160 28 79 Proportion LT 0.00 0.07 0.96 Proportion RT 0.84 0.00 0.04 Opposing Approach Flow Rate 28 160 0 Conflicting Approaches Flow Rate 79 79 188 Proportion, Subject Approach Flow Rate 0.60 0.10 0.30 Proportion, Opposing Approach Flow Rate 0.10 0.60 0.00 Lanes on Subject Approach 2 1 2 Lanes on Opposing Approach 1 2 0 LT, Opposing Approach 2 0 0 RT, Opposing Approach 0 134 0 LT, Conflicting Approaches 76 76 2 RT, Conflicting Approaches 3 3 134 Proportion LT, Opposing Approach 0.07 0.00 0.00 Proportion RT, Opposing Approach 0.00 0.84 0.00 Proportion LT, Conflicting Approaches 0.96 0.96 0.01 Proportion RT, Conflicting Approaches 0.04 0.04 0.71 Approach Capacity 674 415 907 Intersection Performance Summary Intersection Delay = 2.0 Level of Service (Intersection) = A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 160 674 0.24 2.5 A WB 28 415 0.07 1.3 A NB 79 907 0.09 1.4 A Intersection Delay = 2.0 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d MA 54EP.HCO Page 1 Center For Microcomputers In Transportation V/C Average University of Florida Movement Flow Rate Capacity 512 Weil Hall Total Delay LOS EB Gainesville, FL 32611-2083 535 0.17 1.9 Ph: (904) 392-0378 WB 43 277 Streets: (N -S) Madison Street (E -W) Avenue 54 Analyst ................... Greg 937 0.11 1.5 Date of Analysis.......... 2/3/99 Intersection Delay = 1.7 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection of Service (Intersection) = A Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 1 1 0 > 1 0 1 0 1 0 0 0 Volumes 44 49 0 43 99 3 PHF 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------------- EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 0 0 99 RT Flow Rate 49 0 3 Approach Flow Rate 93 43 102 Proportion LT 0.00 0.00 0.97 Proportion RT 0.53 0.00 0.03 Opposing Approach Flow Rate 43 93 0 Conflicting Approaches Flow Rate 102 102 136 Proportion, Subject Approach Flow Rate 0.39 0.18 0.43 Proportion, Opposing Approach Flow Rate 0.18 0.39 0.00 Lanes on Subject Approach 2 1 2 Lanes on Opposing Approach 1 2 0 LT, Opposing Approach 0 0 0 RT, Opposing Approach 0 49 0 LT, Conflicting Approaches 99 99 0 RT, Conflicting Approaches 3 3 49 Proportion LT, Opposing Approach 0.00 0.00 0.00 Proportion RT, Opposing Approach 0.00 0.53 0.00 Proportion LT, Conflicting Approaches 0.97 0.97 0.00 Proportion RT, Conflicting Approaches 0.03 0.03 0.36 Approach Capacity ----------------------------------------------------------------------- 535 277 937 Intersection Performance Summary Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 93 535 0.17 1.9 A WB 43 277 0.16 1.8 A NB 102 937 0.11 1.5 A Intersection Delay = 1.7 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d MA_54EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 -------------------------------------- Streets: (N -S) Madison Street (E -W) Airport Blvd. Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection ----------------------------------------------- Northbound SouthboundEastbound Westbound L T R L T R L T R L T R - No. Lanes 0 < 0 Stop/Yield Volumes PHF Grade MC,S (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 Maneuver Gap (tg) Time (tf) Left Turn Major Road N 2.10 53 5.50 1 Through Traffic Minor Road 1 3.30 1 6.50 0 Adjustment Factors 0 > 19 24 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 54EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 54 Potential Capacity: (pcph) 1300 Movement Capacity: (pcph) 1300 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 54 Potential Capacity: (pcph) 1616 Movement Capacity: (pcph) 1616 Prob. of Queue -Free State: -------------------------------------------------------- 0.97 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 186 Potential Capacity: (pcph) 826 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: (pcph) -------------------------------------------------------- 804 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 21 804 > 1019 3.7 0.0 A 3.7 WB R 26 1300 > SB L 44 1616 2.3 0.0 A 0.7 Intersection Delay = 1.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_54EP.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Airport Blvd. Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst...... ............. Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection Northbound SouthboundEastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's M SU/RV's (�) CV's M PCE's ------------ 0 1 < 0 Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road N 2.10 60 5.50 8 Through Traffic Minor Road 1 3.30 1 --------------- 0 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 54EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 64 Potential Capacity: (pcph) 1285 Movement Capacity: (pcph) 1285 Prob. of Queue -Free -------------------------------------------------------- State: 0.96 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 68 Potential Capacity: (pcph) 1591 Movement Capacity: (pcph) 1591 Prob. of Queue -Free -------------------------------------------------------- State: 0.99 Step 4: LT from Minor -------------------------------------------------------- Street WB EB Conflicting Flows: (vph) 111 Potential Capacity: (pcph) 913 Major LT, Minor TH 1225 Impedance Factor: 0.0 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements SB L 0.99 Movement Capacity: -------------------------------------------------------- (pcph) 902 Intersection Performance Summary Intersection Delay = 1.1 sec/veh Avg. 953% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 6 902 > 1225 3.1 0.0 A 3.1 WB R 46 1285 > SB L 20 1591 2.3 0.0 A 0.9 Intersection Delay = 1.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 58EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 0 14 36 1 1 1 0 1.10 ---------------- 0 > 1 < 0 0 23 1 1 1 1 0 1.10 1.10 1.10 --------------- Adjustment Factors 0 > 1 < 0 Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 58EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 4 32 Potential Capacity: (pcph) 1378 1334 Movement Capacity: (pcph) 1378 1334 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 0.98 Step 2: LT from Major Street WB EB Conflicting Flows: (vph) 4 50 Potential Capacity: (pcph) 1707 1623 Movement Capacity: (pcph) 1707 1623 Prob. of Queue -Free State: 1.00 0.99 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 1.00 0.99 Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 66 48 Potential Capacity: (pcph) 1007 1029 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 999 1021 Prob. of Queue -Free State: -------------------------------------------------------- 0.97 0.98 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 70 60 Potential Capacity: (pcph) 964 977 Major LT, Minor TH Impedance Factor: 0.97 0.97 Adjusted Impedance Factor: 0.98 0.97 Capacity Adjustment Factor due to Impeding Movements 0.96 0.97 Movement Capacity: (pcph) 923 952 HCS: Unsignalized Intersections Release 2.1d MA 58EA.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NH L 0 923 > NB T 25 999 > 1010 3.7 0.0 A 3.7 NB R 1 1378 > SB L 42 952 > SB T 18 1021 > 1073 3.7 0.2 A 3.7 SB R 32 1334 > EB L 13 1623 2.2 0.0 A 1.7 WB L 0 1707 2.1 0.0 A 0.0 Intersection Delay = 2.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 58EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------- Streets: (N -S) Madison Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 0 4 23 1 1 1 0 1.10 ---------------- 0 > 1 < 0 0 5 0 1 1 1 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 58EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 8 16 Potential Capacity: (pcph) 1372 1359 Movement Capacity: (pcph) 1372 1359 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 0.99 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 8 27 Potential Capacity: (pcph) 1699 1664 Movement Capacity: (pcph) 1699 1664 Prob. of Queue -Free State: 1.00 0.99 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 0.99 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 50 38 Potential Capacity: (pcph) 1027 1042 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 1016 1031 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.99 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 48 40 Potential Capacity: (pcph) 993 1004 Major LT, Minor TH Impedance Factor: 0.98 0.98 Adjusted Impedance Factor: 0.98 0.99 Capacity Adjustment Factor due to Impeding Movements 0.98 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 969 992 HCS: Unsignalized Intersections Release 2.1d MA.58EP.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 0 969 > NB T 6 1016 > 1016 3.6 0.0 A 3.6 NB R 0 1372 > SB L 37 992 > SB T 12 1031 > 1052 3.6 0.0 A 3.6 SB R 11 1359 > EB L 17 1664 2.2 0.0 A 1.4 WB L 0 1699 2.1 0.0 A 0.0 Intersection Delay = 2.3 sec/veh HCS: Unsignalized Intersections Release 2.1d MO__50EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 50 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection Eastbound I WestboundNorthd Northbound I Southbound LRLR L No. Lanes 0> 1 1 0> 1 1 0> 1 < 0 0> 1 1 Volumes 86 144 25 10 180 71 21 207 15 61 224 64 PHF ----------------------------------------------------------------------- 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis ----------------------------------------------------------------------- WorkSheet B NB ----------------------------------------------------------------------- EB WB NB SB LT Flow Rate 86 10 21 61 RT Flow Rate 25 71 15 64 Approach Flow Rate 255 261 243 349 Proportion LT 0.34 0.04 0.09 0.17 Proportion RT 0.10 0.27 0.06 0.18 Opposing Approach Flow Rate 261 255 349 243 Conflicting Approaches Flow Rate 592 592 516 516 Proportion, Subject Approach Flow Rate 0.23 0.24 0.22 0.31 Proportion, Opposing Approach Flow Rate 0.24 0.23 0.31 0.22 Lanes on Subject Approach 2 2 1 2 Lanes on Opposing Approach 2 2 2 1 LT, Opposing Approach 10 86 61 21 RT, Opposing Approach 71 25 64 15 LT, Conflicting Approaches 82 82 96 96 RT, Conflicting Approaches 79 79 96 96 Proportion LT, Opposing Approach 0.04 0.34 0.17 0.09 Proportion RT, Opposing Approach 0.27 0.10 0.18 0.06 Proportion LT, Conflicting Approaches 0.14 0.14 0.19 0.19 Proportion RT, Conflicting Approaches 0.13 0.13 0.19 0.19 Approach Capacity ----------------------------------------------------------------------- 636 514 424 755 Intersection Performance Summary Intersection Delay = 6.4 Level of Service (Intersection) = B Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 255 636 0.40 4.6 A WB 261 514 0.51 6.9 B NB 243 424 0.57 8.8 B SB 349 755 0.46 5.8 B Intersection Delay = 6.4 Level of Service (Intersection) = B HCS: Unsignalized Intersections Release 2.1d MO_50EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 50 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0> 1 1 0> 1 1 0> 1 < 0 0> 1 1 Volumes 82 116 40 16 129 81 57 220 25 122 277 113 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet --------------------------------------------------------------- EB WB NB SB LT Flow Rate 82 16 57 122 RT Flow Rate 40 81 25 113 Approach Flow Rate 238 226 302 512 Proportion LT 0.34 0.07 0.19 0.24 Proportion RT 0.17 0.36 0.08 0.22 Opposing Approach Flow Rate 226 238 512 302 Conflicting Approaches Flow Rate 814 814 464 464 Proportion, Subject Approach Flow Rate 0.19 0.18 0.24 0.40 Proportion, Opposing Approach Flow Rate 0.18 0.19 0.40 0.24 Lanes on Subject Approach 2 2 1 2 Lanes on Opposing Approach 2 2 2 1 LT, Opposing Approach 16 82 122 57 RT, Opposing Approach 81 40 113 25 LT, Conflicting Approaches 179 179 98 98 RT, Conflicting Approaches 138 138 121 121 Proportion LT, Opposing Approach 0.07 0.34 0.24 0.19 Proportion RT, Opposing Approach 0.36 0.17 0.22 0.08 Proportion LT, Conflicting Approaches 0.22 0.22 0.21 0.21 Proportion RT, Conflicting Approaches 0.17 0.17 0.26 0.26 Approach Capacity ----------------------------------------------------------------------- 545 422 504 841 Intersection Performance Summary Intersection Delay = 8.7 Level of Service (Intersection) = B Approach Approach V/C Average Movement Flow Rate Capacity Ratio ------- Total Delay LOS ---------- EB ---------- 238 --------- 545 0.44 ----------- 5.3 B WB 226 422 0.54 7.7 B NB 302 504 0.60 9.7 B SB 512 841 0.61 10.1 C Intersection Delay = 8.7 Level of Service (Intersection) = B HCS: Unsignalized Intersections Release 2.1d MO`52EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 52 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound l Southbound L T R L T R L T R I L T R No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 92 188 28 10 128 41 20 86 3 45 130 23 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------- EB WB NB SB LT Flow Rate 92 10 20 45 RT Flow Rate 28 41 3 23 Approach Flow Rate 308 179 109 198 Proportion LT 0.30 0.06 0.18 0.23 Proportion RT 0.09 0.23 0.03 0.12 Opposing Approach Flow Rate 179 308 198 109 Conflicting Approaches Flow Rate 307 307 487 487 Proportion, Subject Approach Flow Rate 0.39 0.23 0.14 0.25 Proportion, Opposing Approach Flow Rate 0.23 0.39 0.25 0.14 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 10 92 45 20 RT, Opposing Approach 41 28 23 3 LT, Conflicting Approaches 65 65 102 102 RT, Conflicting Approaches 26 26 69 69 Proportion LT, Opposing Approach 0.06 0.30 0.23 0.18 Proportion RT, Opposing Approach 0.23 0.09 0.12 0.03 Proportion LT, Conflicting Approaches 0.21 0.21 0.21 0.21 Proportion RT, Conflicting Approaches 0.08 0.08 0.14 0.14 Approach Capacity ----------------------------------------------------------------------- 637 487 347 376 Intersection Performance Summary Intersection Delay = 5.6 Level of Service (Intersection) = B Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 308 637 0.48 6.3 B WB 179 487 0.37 4.0 A NB 109 347 0.31 3.3 A SB 198 376 0.53 7.4 B Intersection Delay = 5.6 Level of Service (Intersection) = B HCS: Unsignalized Intersections Release 2.1d MO-52EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 52 Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection ^�TLEastboundR 1 LWestboundR I LNorthboundd' LSouthboundR No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 42 121 25 2 134 47 20 136 6 57 104 34 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet --------------------------------------------------------------- EB WB NB SB LT Flow Rate 42 2 20 57 RT Flow Rate 25 47 6 34 Approach Flow Rate 188 183 162 195 Proportion LT 0.22 0.01 0.12 0.29 Proportion RT 0.13 0.26 0.04 0.17 Opposing Approach Flow Rate 183 188 195 162 Conflicting Approaches Flow Rate 357 357 371 371 Proportion, Subject Approach Flow Rate 0.26 0.25 0.22 0.27 Proportion, Opposing Approach Flow Rate 0.25 0.26 0.27 0.22 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 2 42 57 20 RT, Opposing Approach 47 25 34 6 LT, Conflicting Approaches 77 77 44 44 RT, Conflicting Approaches 40 40 72 72 Proportion LT, Opposing Approach 0.01 0.22 0.29 0.12 Proportion RT, Opposing Approach 0.26 0.13 0.17 0.04 Proportion LT, Conflicting Approaches 0.22 0.22 0.12 0.12 Proportion RT, Conflicting Approaches 0.11 0.11 0.19 0.19 Approach Capacity 551 461 480 517 Intersection Performance Summary Intersection Delay = 4.0 Level of Service (Intersection) A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 188 551 0.34 3.7 A WB 183 461 0.40 4.5 A NB 162 480 0.34 3.6 A SB 195 517 0.38 4.2 A Intersection Delay = 4.0 Level of Service (Intersection) A HCS: Unsignalized Intersections Release 2.1d M0-54EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 54 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (t) CV's (�) PCE's ------------ 0 > 1 < 0 N 5 121 5 1 1 1 0 1.10 -------------- 0 > 1 < 0 N 28 142 9 1 1 1 0 1.10 ---------------- 0 > 1 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_54EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 124 146 Potential Capacity: (pcph) 1198 1168 Movement Capacity: (pcph) 1198 1168 Prob. of Queue -Free State: -------------------------------------------------------- 0.98 0.99 Step 2: LT from Major Street SB NB --------------------------------------------------------- Conflicting Flows: (vph) 126 151 Potential Capacity: (pcph) 1493 1453 Movement Capacity: (pcph) 1493 1453 Prob. of Queue -Free State: 0.98 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.98 1.00 -------------------------------------------------------- Step 3: TH from Minor Street WB EB ------------_------------------------------------------- Conflicting Flows: (vph) 308 306 Potential Capacity: (pcph) 752 754 Capacity Adjustment Factor due to Impeding Movements 0.97 0.97 Movement Capacity: (pcph) 732 734 Prob. of Queue -Free State: 0.97 0.96 ---------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 320 324 Potential Capacity: (pcph) 691 687 Major LT, Minor TH Impedance Factor: 0.93 0.94 Adjusted Impedance Factor: 0.95 0.96 Capacity Adjustment Factor due to Impeding Movements 0.94 0.94 Movement Capacity: (pcph) 651 644 HCS: Unsignalized Intersections Release 2.1d MO_54EA.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 12 644 > EB T 32 734 > 742 5.2 0.1 B 5.2 EB R 6 1168 > WB L 11 651 > WB T 21 732 > 862 4.5 0.1 A 4.5 WB R 26 1198 > NB L 6 1453 2.5 0.0 A 0.1 SB L 31 1493 2.5 0.0 A 0.4 Intersection Delay = 1.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_54EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 54 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 1 123 3 1 1 1 0 1.10 0 > 1 < 0 N 39 104 4 1 1 1 0 1.10 --------------- Adjustment Factors 0 > 1 < 0 4 18 9 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_.54EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 124 106 Potential Capacity: (pcph) 1198 1224 Movement Capacity: (pcph) 1198 1224 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 1.00 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 126 108 Potential Capacity: (pcph) 1493 1523 Movement Capacity: (pcph) 1493 1523 Prob. of Queue -Free State: 0.97 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.97 1.00 Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 272 272 Potential Capacity: (pcph) 785 785 Capacity Adjustment Factor due to Impeding Movements 0.97 0.97 Movement Capacity: (pcph) 760 760 Prob. of Queue -Free State: -------------------------------------------------------- 0.97 0.94 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 291 284 Potential Capacity: (pcph) 718 725 Major LT, Minor TH Impedance Factor: 0.92 0.94 Adjusted Impedance Factor: 0.93 0.96 Capacity Adjustment Factor due to Impeding Movements 0.93 0.95 Movement Capacity: (pcph) 670 688 HCS: Unsignalized Intersections Release 2.1d MO_54EP.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Belay Length LOS Delay Movement (pcph) (pcph) (pcph)(see/veh) (veh) (sec/veh) EB L 12 688 > EB T 42 760 > 758 5.1 0.2 B 5.1 EB R 3 1224 > WB L 4 670 > WB T 20 760 > 837 4.5 0.0 A 4.5 WB R 10 1198 > NB L 1 1523 2.4 0.0 A 0.0 SB L 43 1493 2.5 0.0 A 0.7 Intersection Delay R 1.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_APEA.HCO Page 1 Center For Microcomputers In Transportation Movement Flow Rate University of Florida Ratio Total Delay LOS EB 512 Weil Hall 422 0.09 1.4 A Gainesville, FL 32611-2083 142 446 0.32 3.4 Ph: (904) 392-0378 NB 88 508 0.17 Streets: (N -S) Monroe Street (E -W) Airport Blvd. 742 Analyst................... Greg 2.2 A Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 1 37 1 31 32 79 3 58 27 80 60 15 PHF 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet ------------------------------------------------------------------------ EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 1 31 3 80 RT Flow Rate 1 79 27 15 Approach Flow Rate 39 142 88 155 Proportion LT 0.03 0.22 0.03 0.52 Proportion RT 0.03 0.56 0.31 0.10 Opposing Approach Flow Rate 142 39 155 88 Conflicting Approaches Flow Rate 243 243 181 181 Proportion, Subject Approach Flow Rate 0.09 0.33 0.21 0.37 Proportion, Opposing Approach Flow Rate 0.33 0.09 0.37 0.21 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 31 1 80 3 RT, Opposing Approach 79 1 15 27 LT, Conflicting Approaches 83 83 32 32 RT, Conflicting Approaches 42 42 80 80 Proportion LT, Opposing Approach 0.22 0.03 0.52 0.03 Proportion RT, Opposing Approach 0.56 0.03 0.10 0.31 Proportion LT, Conflicting Approaches 0.34 0.34 0.18 0.18 Proportion RT, Conflicting Approaches 0.17 0.17 0.44 0.44 Approach Capacity 422 446 508 742 Intersection Performance Summary Intersection Delay = 2.5 Level of Service (Intersection) = A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 39 422 0.09 1.4 A WB 142 446 0.32 3.4 A NB 88 508 0.17 1.9 A SB 155 742 0.21 2.2 A Intersection Delay = 2.5 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d MO APEP.HCO Page 1 Center For Microcomputers In Transportation Average Movement University of Florida Capacity Ratio Total Delay LOS 512 Weil Hall 21 383 0.05 1.2 Gainesville, FL 32611-2083 WB 94 439 0.21 Ph: (904) 392-0378 A NB 81 604 Streets: (N -S) Monroe Street (E -W) Airport Blvd. 112 Analyst ................... Greg 0.15 1.8 A Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 2 14 5 20 28 46 3 63 15 34 77 1 PHF 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis WorkSheet ----------------------------------------------------------------------- EB WB NB SB ------------------------------------------------------------------------ LT Flow Rate 2 20 3 34 RT Flow Rate 5 46 15 1 Approach Flow Rate 21 94 81 112 Proportion LT 0.10 0.21 0.04 0.30 Proportion RT 0.24 0.49 0.19 0.01 Opposing Approach Flow Rate 94 21 112 81 Conflicting Approaches Flow Rate 193 193 115 115 Proportion, Subject Approach Flow Rate 0.07 0.31 0.26 0.36 Proportion, Opposing Approach Flow Rate 0.31 0.07 0.36 0.26 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 20 2 34 3 RT, Opposing Approach 46 5 1 15 LT, Conflicting Approaches 37 37 22 22 RT, Conflicting Approaches 16 16 51 51 Proportion LT, Opposing Approach 0.21 0.10 0.30 0.04 Proportion RT, Opposing Approach 0.49 0.24 0.01 0.19 Proportion LT, Conflicting Approaches 0.19 0.19 0.19 0.19 Proportion RT, Conflicting Approaches 0.08 0.08 0.44 0.44 Approach Capacity ---------------------------------------------------------------------------- 383 439 604 749 Intersection Performance Summary Intersection Delay = 1.9 Level of Service (Intersection) = A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 21 383 0.05 1.2 A WB 94 439 0.21 2.3 A NB 81 604 0.13 1.7 A SB 112 749 0.15 1.8 A Intersection Delay = 1.9 Level of Service (Intersection) = A HCS: Unsignalized Intersections Release 2.1d MO_58EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC' s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 10 20 3 1 1 1 0 1.10 0 > 1 < 0 N 0 27 14 1 1 1 0 1.10 ---------------- 0 > 1 < 0 2 23 1 1 1 1 0 1.10 1.10 1.10 --------------- Adjustment Factors 0 > 1 < 0 9 29 19 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) -------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d M0,58EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step l: RT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 22 34 Potential Capacity: (pcph) 1350 1331 Movement Capacity: (pcph) 1350 1331 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 0.98 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 23 41 Potential Capacity: (pcph) 1672 1639 Movement Capacity: (pcph) 1672 1639 Prob. of Queue -Free State: 1.00 0.99 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 1.00 0.99 Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 72 67 Potential Capacity: (pcph) 1000 1006 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 993 999 Prob. of Queue -Free State: -------------------------------------------------- 0.97 0.97 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 90 78 Potential Capacity: (pcph) 939 954 Major LT, Minor TH Impedance Factor: 0.96 0.97 Adjusted Impedance Factor: 0.97 0.98 Capacity Adjustment Factor due to Impeding Movements 0.96 0.97 Movement Capacity: (pcph) 897 930 HCS: Unsignalized Intersections Release 2.1d MO-58EA.HCO Page 3 Intersection Performance Summary Avg. 95% Flaw Move Shared Total Queue Approach Rate Cap Cap Belay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 2 897 > NB T 25 993 > 995 3.7 0.0 A 3.7 NB R 1 1350 > SB L 10 930 > SB T 32 999 > 1076 3.6 0.1 A 3.6 SB R 21 1331 > EB L 11 1639 2.2 0.0 A 0.7 WB L 0 1672 2.2 0.0 A 0.0 Intersection Delay = 2.0 sec/veh HCS: Unsignalized Intersections Release 2.1d M0,_58EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 23 27 2 1 1 1 0 1.10 0 > 1 < 0 9 32 3 1 1 1 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 26 42 10 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_58EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 28 24 Potential Capacity: (pcph) 1340 1346 Movement Capacity: (pcph) 1340 1346 Prob. of Queue -Free State: 1.00 0.99 --------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 29 33 Potential Capacity: (pcph) 1661 1653 Movement Capacity: (pcph) 1661 1653 Prob. of Queue -Free State: 1.00 0.98 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 0.98 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 90 82 Potential Capacity: (pcph) 978 988 Capacity Adjustment Factor due to Impeding Movements 0.98 0.98 Movement Capacity: (pcph) 959 969 Prob. of Queue -Free State: -------------------------------------------------------- 0.96 0.95 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 108 99 Potential Capacity: (pcph) 917 928 Major LT, Minor TH Impedance Factor: 0.93 0.94 Adjusted Impedance Factor: 0.95 0.96 Capacity Adjustment Factor due to Impeding Movements 0.94 0.96 Movement Capacity: (pcph) 864 887 HCS: Unsignalized Intersections. Release 2.1d MO_58EP.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 10 864 > NB T 35 959 > 954 4.0 0.0 A 4.0 NB R 3 1340 > SB L 29 887 > SB T 46 969 > 974 4.1 0.2 A 4.1 SB R 11 1346 > EB L 25 1653 2.2 0.0 A 1.0 WB L 7 1661 2.2 0.0 A 0.3 Intersection Delay = 2.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MO.__60EA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 3 25 0 1 1 1 0 1.10 --------------- 0 > 1 < 0 N 8 38 0 1 1 1 0 1.10 ---------------- 0 > 1 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_60EA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 25 38 Potential Capacity: (pcph) 1345 1325 Movement Capacity: (pcph) 1345 1325 Prob. of Queue -Free State: 0.99 1.00 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 25 38 Potential Capacity: (pcph) 1668 1644 Movement Capacity: (pcph) 1668 1644 Prob. of Queue -Free State: 0.99 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 1.00 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 74 74 Potential Capacity: (pcph) 998 998 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 991 991 Prob. of Queue -Free State: 0.99 0.99 --------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 78 84 Potential Capacity: (pcph) 954 947 Major LT, Minor TH Impedance Factor: 0.99 0.98 Adjusted Impedance Factor: 0.99 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 0.98 Movement Capacity: (pcph) 941 926 HCS: Unsignalized Intersections Release 2.1d MO_60EA.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Belay Length LOS Delay Movement (pcph) (pcph) (gcph)(sec/veh) (veh) (sec/veh) EB L 1 926 > EB T 6 991 > 1083 3.4 0.0 A 3.4 EB R 4 1325 > WB L 0 941 > WB T 9 991 > 1174 3.1 0.0 A 3.1 WB R 13 1345 > NB L 3 1644 2.2 0.0 A 0.2 SB L 9 1568 2.2 0.0 A 0.4 Intersection Delay = 1.2 sec/veh. HCS: Unsignalized Intersections Release 2.1d MO_60EP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Existing Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 4 20 0 1 1 1 0 1.10 0 > 1 < 0 N 5 62 0 1 1 1 0 1.10 ---------------- 0 > 1 < 0 0 7 3 1 1 1 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 1 4 7 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_60EP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 20 62 Potential Capacity: (pcph) 1353 1288 Movement Capacity: (pcph) 1353 1288 Prob. of Queue -Free State: 0.99 1.00 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 20 62 Potential Capacity: (pcph) 1677 1602 Movement Capacity: (pcph) 1677 1602 Prob. of Queue -Free State: 1.00 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 91 91 Potential Capacity: (pcph) 977 977 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 971 971 Prob. of Queue -Free State: 1.00 0.99 -------------------------------------------------------- Step 4: LT from Minor Street WB EB Conflicting Flows: (vph) 96 96 Potential Capacity: (pcph) 932 932 Major LT, Minor TH Impedance Factor: 0.99 0.99 Adjusted Impedance Factor: 0.99 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 920 919 HCS: Unsignalized Intersections Release 2.1d MC?_60EP.HCO Page 3 Intersection Performance Summary Avg. 951% Flaw Move Shared Total. Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 0 919 > EB T 8 971 > 1041 3.5 0.0 A 3.5 EB R 3 1288 > WB L 1 920 > WB T 4 971 > 1169 3.1 0.0 A 3.1 WB R 8 1353 > NB L 4 1602 2.3 0.0 A 0.4 SB L 6 16'77 2.2 0.0 A 0.2 Intersection Delay = 0.8 sec/veh Year 2004 Unsignalized Intersection HCS Worksheets HCS: Unsignalized Intersections Release 2.1d MA 504A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's M PCE's 0 1 < 0 N 313 9 1 1 0 0 > 1 0 N 5 338 1 1 0 1.10 ---------------- 0 > 0 < 0 6 2 1 1 0 1.10 1.10 --------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 504A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 318 Potential Capacity: (pcph) 955 Movement Capacity: (pcph) 955 Prob. of Queue -Free State: 1.00 Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 322 Potential Capacity: (pcph) 1204 Movement Capacity: (pcph) 1204 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) > Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 660 Potential Capacity: (pcph) 439 Major LT, Minor TH WB L Impedance Factor: 1204 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: --------------------------------------------------------- (pcph) 436 Intersection Performance Summary Intersection Delay = 0.1 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 7 436 > 496 7.4 0.0 B 7.4 NB R 2 955 > WB L 6 1204 3.0 0.0 A 0.0 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 504P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 N 314 3 1 1 0 0 > 1 0 N 8 347 1 1 0 1.10 --------------- 0 > 0 < 0 6 8 1 1 0 1. 10 1. 10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 504P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 316 Potential Capacity: (pcph) 958 Movement Capacity: (pcph) 958 Prob. of Queue -Free --------------------------------------------------------- State: 0.99 Step 2: LT from Major -------------------------------------------------------- Street WB EB Conflicting Flows: (vph) 317 Potential Capacity: (pcph) 1211 Movement Capacity: (pcph) 1211 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 670 Potential Capacity: (pcph) 433 Major LT, Minor TH WB L 9 Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: -------------------------------------------------------- (pcph) 429 Intersection Performance Summary Intersection Delay = 0.2 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 7 429 > 622 5.9 0.0 B 5.9 NB R 9 958 > WB L 9 1211 3.0 0.0 A 0.1 Intersection Delay = 0.2 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 50PA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection ----------------------- --- Eastbound Westbound NorthboundSouthbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 N 315 9 1 1 0 0 > 1 0 N 5 340 1 1 0 1.10 ---------------- 0 > 0 < 0 6 2 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MAa50PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 320 Potential Capacity: (pcph) 953 Movement Capacity: (pcph) 953 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 324 Potential Capacity: (pcph) 1201 Movement Capacity: (pcph) 1201 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 664 Potential Capacity: (pcph) 437 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 434 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 7 434 > 494 7.4 0.0 B 7.4 NB R 2 953 > WB L 6 1201 3.0 0.0 A 0.0 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 50PP.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 50 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T RL T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�} CV's (�) PCE's ------------ 0 1 < 0 N 317 3 1 1 0 0 > 1 0 N 8 349 1 1 0 1.10 ---------------- 0 > 0 < 0 6 8 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 50PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 318 Potential Capacity: (pcph) 955 Movement Capacity: (pcph) 955 Prob. of Queue -Free -------------------------------------------------------- State: 0.99 Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 320 Potential Capacity: (pcph) 1207 Movement Capacity: (pcph) 1207 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street NB SB ---------------------------------------------------------- Conflicting Flows: (vph) 676 Potential Capacity: (pcph) 430 Major LT, Minor TH WB L Impedance Factor: 1207 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: -------------------------------------------------------- (pcph) 426 Intersection Performance Summary Intersection Delay = 0.2 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 7 426 > 619 6.0 0.0 B 6.0 NB R 9 955 > WB L 9 1207 3.0 0.0 A 0.1 Intersection Delay = 0.2 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_524A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------------------------------------------- ----------------------------------------------------------------------- Streets: (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 4 395 1 1 0 1.10 --------------- 0 1 < 0 N 235 7 1 1 0 --------------- 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 524A.HC0 Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 238 Potential Capacity: (pcph) 1049 Movement Capacity: (pcph) 1049 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 242 Potential Capacity: (pcph) 1315 Movement Capacity: (pcph) 1315 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 638 Potential Capacity: (pcph) 452 Major LT, Minor TH Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: (pcph) -------------------------------------------------------- 450 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 3 450 > 525 6.9 0.0 B 6.9 SB R 1 1049 > EB L 4 1315 2.7 0.0 A 0.0 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 52PA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound - WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 4 396 1 1 0 1.10 --------------- 0 1 < 0 N 235 7 1 1 0 --------------- 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 52PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 238 Potential Capacity: (pcph) 1049 Movement Capacity: (pcph) 1049 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 242 Potential Capacity: (pcph) 1315 Movement Capacity: (pcph) 1315 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 638 Potential Capacity: (pcph) 452 Major LT, Minor TH Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: (pcph) --------------------------------------------------------- 450 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 3 450 > 525 6.9 0.0 B 6.9 SB R 1 1049 > EB L 4 1315 2.7 0.0 A 0.0 Intersection Delay - 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA_524P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection ------------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes 0 Stop/Yield Volumes PHF Grade MC,s M SU/RV's (�) CV's M PCE's ------------ 0 > 1 0 N 8 264 1 1 0 1.10 0 1 < 0 N 291 4 1 1 0 Adjustment Factors 0 > 0 < 4 5 1 1 0 1. 10 1. 10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA_524P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 293 Potential Capacity: (pcph) 984 Movement Capacity: (pcph) 984 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 295 Potential Capacity: (pcph) 1240 Movement Capacity: (pcph) 1240 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 4: LT from Minor Street --------------------------------------------------------- NB SB Conflicting Flows: (vph) 565 Potential Capacity: (pcph) 498 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 494 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 4 494 > 704 5.2 0.0 B 5.2 SB R 6 984 > EB L 9 1240 2.9 0.0 A 0.1 Intersection Delay = 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 52PP.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 52 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound Westbound NorthboundSouthbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (%) SU/RV's (�) CV's (V PCE's ------------ 0 > 1 0 N 8 266 1 1 0 1.10 -------------- 0 1 < 0 N 292 4 1 1 0 --------------- 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 52PP.HCO Page 2 Worksheet for TWSC Intersection -------___---------------------------------___----------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 294 Potential Capacity: (pcph) 983 Movement Capacity: (pcph) 983 Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 296 Potential Capacity: (pcph) 1239 Movement Capacity: (pcph) 1239 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 4: LT from Minor -------------------------------------------------------- Street NB SB Conflicting Flows: (vph) 568 Potential Capacity: (pcph) 496 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: ---------------------------------------------------------- (pcph) 492 Flow Rate Movement (pcph) SB L 4 SB R 6 EB L 9 Intersection Performance Summary Avg. 95% Move Shared Total Queue Approach Cap Cap Delay Length LOS Delay (pcph) (pcph)(sec/veh) (veh) (sec/veh) 492 > 419M 1239 703 5.2 0.0 B 5.2 2.9 0.0 A 0.1 Intersection Delay 0.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 604A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 1 1 0 N 9 31 1 1 0 1.10 0 > 0 < 0 413 22 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 604A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 26 Potential Capacity: (pcph) 1343 Movement Capacity: (pcph) 1343 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 206 Potential Capacity: (pcph) 1367 Movement Capacity: (pcph) 1367 Prob. of Queue -Free -------------------------------------------------------- State: 0.99 Step 4: LT from Minor Street WB EB Conflicting Flows: (vph) 156 Potential Capacity: (pcph) 860 Major LT, Minor TH Impedance Factor: 870 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor > due to Impeding Movements 0.99 Movement Capacity: -------------------------------------------------------- (pcph) 854 Intersection Performance Summary Intersection Delay = 5.9 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 454 854 > 870 9.2 3.9 B 9.2 EB R 24 1343 > NB L 10 1367 2.7 0.0 A 0.6 Intersection Delay = 5.9 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 604P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection Northbound SouthboundEastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 1 1 0 N 23 13 1 1 0 1.10 0 > 0 < 0 258 14 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA`604P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 18 Potential Capacity: (pcph) 1356 Movement Capacity: (pcph) 1356 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 451 Potential Capacity: (pcph) 1045 Movement Capacity: (pcph) 1045 Prob. of Queue -Free State: -------------------------------------------------------- 0.98 Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 270 Potential Capacity: (pcph) 739 Major LT, Minor TH Impedance Factor: 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 Movement Capacity: (pcph) -------------------------------------------------------- 721 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 284 721 > 738 8.2 2.3 B 8.2 EB R 15 1356 > NB L 25 1045 3.5 0.0 A 2.3 Intersection Delay = 3.0 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 60PA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (-%) SU/RV's (t) CV's (�) PCE's ------------ 1 1 0 N 9 211 1 1 0 1.10 0 > 0 < 0 413 22 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 60PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 119 Potential Capacity: (pcph) 1205 Movement Capacity: (pcph) 1205 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 299 Potential Capacity: (pcph) 1235 Movement Capacity: (pcph) 1235 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 429 Potential Capacity: (pcph) 598 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 593 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 454 593 > 609 26.4 9.6 D 26.4 EB R 24 1205 > NB L 10 1235 2.9 0.0 A 0.1 Intersection Delay = 12.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MA 60PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Madison Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 1 1 0 N 23 139 1 1 0 1.10 0 1 1 N 218 433 1 1 0 ---------------- 0 > 0 < 0 258 14 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MA 60PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 218 Potential Capacity: (pcph) 1074 Movement Capacity: (pcph) 1074 Prob. of Queue -Free -------------------------------------------------------- State: 0.99 Step 2: LT from Major -------------------------------------------------------- Street SB NB Conflicting Flows: (vph) 651 Potential Capacity: (pcph) 839 Movement Capacity: (pcph) 839 Prob. of Queue -Free -------------------------------------------------------- State: 0.97 Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 596 Potential Capacity: (pcph) 478 Major LT, Minor TH 1074 > Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor A 0.6 due to Impeding Movements 0.97 Movement Capacity: -------------------------------------------------------- (pcph) 464 Intersection Performance Summary Intersection Delay = 5.1 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 284 464 > 478 19.9 5.0 C 19.9 EB R 15 1074 > NB L 25 839 4.4 0.0 A 0.6 Intersection Delay = 5.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_544A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 54 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's M SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 41 26 18 1 1 1 0 1.10 0 > 1 < 0 N 31 196 77 1 1 1 0 1.10 Adjustment Factors 0 > 1 < 0 16 38 27 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_544A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 35 234 Potential Capacity: (pcph) 1329 1054 Movement Capacity: (pcph) 1329 1054 Prob. of Queue -Free State: 0.98 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB --------------------------------------------------------- Conflicting Flows: (vph) 44 273 Potential Capacity: (pcph) 1633 1271 Movement Capacity: (pcph) 1633 1271 Prob. of Queue -Free State: 0.98 0.96 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.98 0.96 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 380 350 Potential Capacity: (pcph) 689 715 Capacity Adjustment Factor due to Impeding Movements 0.94 0.94 Movement Capacity: (pcph) 647 672 Prob. of Queue -Free State: 0.94 0.89 -------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 384 374 Potential Capacity: (pcph) 635 643 Major LT, Minor TH Impedance Factor: 0.84 0.88 Adjusted Impedance Factor: 0.88 0.91 Capacity Adjustment Factor due to Impeding Movements 0.86 0.89 Movement Capacity: (pcph) 545 570 HCS: Unsignalized Intersections Release 2.1d MO_544A.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 157 570 > EB T 72 672 > 522 9.7 2.2 B 9.7 EB R 22 1054 > WB L 18 545 > WB T 42 647 > 747 5.5 0.4 B 5.5 WB R 30 1329 > NB L 45 1271 SB L 34 1633 2.9 2.3 Intersection Delay = 0.0 A 1.4 0.0 A o.2 4.1 sec%veh HCS: Unsignalized Intersections Release 2.1d MO_544P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------- Streets: (N -S) Monroe Street (E -W) Avenue 54 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection -------------------------- NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s W SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 23 194 11 1 1 1 0 1.10 0 > 1 < 0 N 43 214 150 1 1 1 0 1.10 --------------- Adjustment Factors 0 > 1 < 0 18 56 10 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_544P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 200 289 Potential Capacity: (pcph) 1096 988 Movement Capacity: (pcph) 1096 988 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.96 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 205 364 Potential Capacity: (pcph) 1369 1150 Movement Capacity: (pcph) 1369 1150 Prob. of Queue -Free State: 0.97 0.98 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.96 0.98 Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 630 560 Potential Capacity: (pcph) 510 555 Capacity Adjustment Factor due to Impeding Movements 0.93 0.93 Movement Capacity: (pcph) 476 518 Prob. of Queue -Free State: -------------------------------------------------------- 0.87 0.86 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 607 588 Potential Capacity: (pcph) 471 483 Major LT, Minor TH Impedance Factor: 0.80 0.81 Adjusted Impedance Factor: 0.85 0.85 Capacity Adjustment Factor due to Impeding Movements 0.81 0.85 Movement Capacity: (pcph) 382 409 HCS: Unsignalized Intersections Release 2.1d Mo_544P.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LDS Delay Movement (pcph) (pcph) (pcph)[sec/veh) (veh) (sec/veh) EB L 113 409 > EB T 72 518 > 498 13.3 2.7 C 13.3 EB R 44 988 > WB L 20 382 > WB T 62 476 > 483 9.2 0.8 B 9.2 WB R 11 1096 > NB L 25 1150 3.2 0.0 A 0.3 SB L 47 1369 2.7 0.0 A 0.3 Intersection Delay = 4.0 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_AP4A.HC0 Page 1 Center For Microcomputers In Transportation Average Movement Flow Rate University of Florida Ratio Total Delay LOS EB 512 Weil Hall 429 0.24 2.5 A Gainesville, FL 32611-2083 172 299 0.58 8.9 Ph: (904) 392-0378 NB 220 536 0.41 Streets: (N -S) Monroe Street (E -W) Airport Blvd. SB Analyst ................... Greg 669 0.34 3.7 A Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 48 53 2 45 40 87 6 157 57 89 106 35 PHF 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis Worksheet EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 48 45 6 89 RT Flow Rate 2 87 57 35 Approach Flow Rate 103 172 220 230 Proportion LT 0.47 0.26 0.03 0.39 Proportion RT 0.02 0.51 0.26 0.15 Opposing Approach Flow Rate 172 103 230 220 Conflicting Approaches Flow Rate 450 450 275 275 Proportion, Subject Approach Flow Rate 0.14 0.24 0.30 0.32 Proportion, Opposing Approach Flow Rate 0.24 0.14 0.32 0.30 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 45 48 89 6 RT, Opposing Approach 87 2 35 57 LT, Conflicting Approaches 95 95 93 93 RT, Conflicting Approaches 92 92 89 89 Proportion LT, Opposing Approach 0.26 0.47 0.39 0.03 Proportion RT, Opposing Approach 0.51 0.02 0.15 0.26 Proportion LT, Conflicting Approaches 0.21 0.21 0.34 0.34 Proportion RT, Conflicting Approaches 0.20 0.20 0.32 0.32 Approach Capacity ----------------------------------------------------------------------- 429 299 536 669 Intersection Performance Summary Intersection Delay = 5.1 Level of Service (Intersection) B Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 103 429 0.24 2.5 A WB 172 299 0.58 8.9 B NB 220 536 0.41 4.8 A SB 230 669 0.34 3.7 A Intersection Delay = 5.1 Level of Service (Intersection) B HCS: Unsignalized Intersections Release 2.1d MO_AP4P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Airport Blvd. Analyst................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 32 22 8 51 44 51 5 128 33 37 184 52 PHF I 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis Worksheet --------------------------------------------------------------- EB WB NB SB LT Flow Rate 32 51 5 37 RT Flow Rate 8 51 33 52 Approach Flow Rate 62 146 166 273 Proportion LT 0.52 0.35 0.03 0.14 Proportion RT 0.13 0.35 0.20 0.19 Opposing Approach Flow Rate 146 62 273 166 Conflicting Approaches Flow Rate 439 439 208 208 Proportion, Subject Approach Flow Rate 0.10 0.23 0.26 0.42 Proportion, Opposing Approach Flow Rate 0.23 0.10 0.42 0.26 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 51 32 37 5 RT, Opposing Approach 51 8 52 33 LT, Conflicting Approaches 42 42 83 83 RT, Conflicting Approaches 85 85 59 59 Proportion LT, Opposing Approach 0.35 0.52 0.14 0.03 Proportion RT, Opposing Approach 0.35 0.13 0.19 0.20 Proportion LT, Conflicting Approaches 0.10 0.10 0.40 0.40 Proportion RT, Conflicting Approaches 0.19 0.19 0.28 0.28 Approach Capacity 348 293 615 698 Intersection Performance Summary Intersection Delay = 4.3 Level of Service (Intersection) A Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 62 348 0.18 2.0 A WB 146 293 0.50 6.6 B NB 166 615 0.27 2.8 A SB 273 698 0.39 4.4 A Intersection Delay = 4.3 Level of Service (Intersection) A HCS: Unsignalized Intersections Release 2.1d MO APPA.HCO Page 1 Center For Microcomputers In Transportation V/C Average Movement University of Florida Capacity Ratio Total Delay LOS 512 Weil Hall 132 375 0.35 3.8 Gainesville, FL 32611-2083 WB 192 246 0.78 Ph: (904) 392-0378 C NB 391 596 Streets (N -S) Monroe Street (E -W) Airport Blvd. SB Analyst ................... Greg 667 0.45 5.5 B Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 70 58 4 62 43 87 10 287 94 89 163 47 PHF 1 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------------------- Volume Summary and Capacity Analysis Worksheet ----------------------------------------------------------------------- EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 70 62 10 89 RT Flow Rate 4 87 94 47 Approach Flow Rate 132 192 391 299 Proportion LT 0.53 0.32 0.03 0.30 Proportion RT 0.03 0.45 0.24 0.16 Opposing Approach Flow Rate 192 132 299 391 Conflicting Approaches Flow Rate 690 690 324 324 Proportion, Subject Approach Flow Rate 0.13 0.19 0.39 0.29 Proportion, Opposing Approach Flow Rate 0.19 0.13 0.29 0.39 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 62 70 89 10 RT, Opposing Approach 87 4 47 94 LT, Conflicting Approaches 99 99 132 132 RT, Conflicting Approaches 141 141 91 91 Proportion LT, Opposing Approach 0.32 0.53 0.30 0.03 Proportion RT, Opposing Approach 0.45 0.03 0.16 0.24 Proportion LT, Conflicting Approaches 0.14 0.14 0.41 0.41 Proportion RT, Conflicting Approaches 0.20 0.20 0.28 0.28 Approach Capacity ----------------------------------------------------------------------- 375 246 596 667 Intersection Performance Summary Intersection Delay = 10.5 Level of Service (Intersection) C Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 132 375 0.35 3.8 A WB 192 246 0.78 19.4 C NB 391 596 0.66 12.1 C SB 299 667 0.45 5.5 B Intersection Delay = 10.5 Level of Service (Intersection) C HCS: Unsignalized Intersections Release 2.1d MO_APPP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Airport Blvd. Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk All -way Stop -controlled Intersection Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 Volumes 48 26 11 92 50 51 7 212 57 37 326 77 PHF 1 1 1 1 1 1 1 1 1 1 1 1 Volume Summary and Capacity Analysis WorkSheet Approach Approach ----------------------------------------------------------------------- EB WB NB SB ----------------------------------------------------------------------- LT Flow Rate 48 92 7 37 RT Flow Rate 11 51 57 77 Approach Flow Rate 85 193 276 440 Proportion LT 0.56 0.48 0.03 0.08 Proportion RT 0.13 0.26 0.21 0.17 Opposing Approach Flow Rate 193 85 440 276 Conflicting Approaches Flow Rate 716 716 278 278 Proportion, Subject Approach Flow Rate 0.09 0.19 0.28 0.44 Proportion, Opposing Approach Flow Rate 0.19 0.09 0.44 0.28 Lanes on Subject Approach 1 1 1 1 Lanes on Opposing Approach 1 1 1 1 LT, Opposing Approach 92 48 37 7 RT, Opposing Approach 51 11 77 57 LT, Conflicting Approaches 44 44 140 140 RT, Conflicting Approaches 134 134 62 62 Proportion LT, Opposing Approach 0.48 0.56 0.08 0.03 Proportion RT, Opposing Approach 0.26 0.13 0.17 0.21 Proportion LT, Conflicting Approaches 0.06 0.06 0.50 0.50 Proportion RT, Conflicting Approaches 0.19 0.19 0.22 0.22 Approach Capacity ------------------------------------------------------------------------ 269 248 613 687 Intersection Performance Summary Intersection Delay = 10.6 Level of Service (Intersection) = C Approach Approach V/C Average Movement Flow Rate Capacity Ratio Total Delay LOS EB 85 269 0.32 3.3 A WB 193 248 0.78 19,2 C NB 276 613 0.45 5.5 B SB 440 687 0.64 11.4 C Intersection Delay = 10.6 Level of Service (Intersection) = C HCS: Unsignalized Intersections Release 2.1d MO_584A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,S M SU/RV's (�) CV's M PCE'S ------------ 0 > 1 < 0 N 76 39 5 1 1 1 0 1.10 --------------- 0 > 1 < 0 N 2 37 15 1 1 1 0 1.10 ---------------- 0 > 1 < 0 4 83 5 1 1 1 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 10 58 48 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_584A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 42 44 Potential Capacity: (pcph) 1318 1315 Movement Capacity: (pcph) 1318 1315 Prob. of Queue -Free State: 1.00 0.96 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 44 52 Potential Capacity: (pcph) 1633 1619 Movement Capacity: (pcph) 1633 1619 Prob. of Queue -Free State: 1.00 0.95 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 0.95 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 172 166 Potential Capacity: (pcph) 886 893 Capacity Adjustment Factor due to Impeding Movements 0.95 0.95 Movement Capacity: (pcph) 838 844 Prob. of Queue -Free State: -------------------------------------------------------- 0.89 0.92 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 217 208 Potential Capacity: (pcph) 793 802 Major LT, Minor TH Impedance Factor: 0.87 0.84 Adjusted Impedance Factor: 0.90 0.88 Capacity Adjustment Factor due to Impeding Movements 0.87 0.88 Movement Capacity: (pcph) 687 702 HCS: Unsignalized Intersections Release 2.1d MO_584A.HC0 Page 3 Intersection Performance Summary Avg. 955% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 4 687 > NB T 91 838 > 849 4.8 0.4 A 4.8 NB R 6 1318 > SB L 11 702 > SB T 64 844 > 971 4.3 0.5 A 4.3 SB R 53 1315 > EB L 84 1619 2.3 0.0 A 1.5 WB L 2 1633 2.2 0.0 A 0.1 Intersection Delay = 2.9 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_584P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection --------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV' s (�) PCE's ------------ 0 > 1 < 0 N 65 40 5 1 1 1 0 1.10 0 > 1 < 0 N 10 35 19 1 1 1 0 1.10 ---------------- 0 > 1 < 0 11 72 6 1 1 1 0 1.10 1.10 1.10 Adjustment Factors 0 > 1 < 0 29 108 80 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_584P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 42 44 Potential Capacity: (pcph) 1318 1315 Movement Capacity: (pcph) 1318 1315 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.93 Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 45 54 Potential Capacity: (pcph) 1632 1616 Movement Capacity: (pcph) 1632 1616 Prob. of Queue -Free State: 0.99 0.96 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.95 Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 172 164 Potential Capacity: (pcph) 886 895 Capacity Adjustment Factor due to Impeding Movements 0.95 0.95 Movement Capacity: (pcph) 840 848 Prob. of Queue -Free State: -------------------------------------------------------- 0.91 0.86 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 256 201 Potential Capacity: (pcph) 753 810 Major LT, Minor TH Impedance Factor: 0.81 0.86 Adjusted Impedance Factor: 0.86 0.89 Capacity Adjustment Factor due to Impeding Movements 0.80 0.89 Movement Capacity: (pcph) 602 718 HCS: Unsignalized Intersections Release 2.1d MO_584P.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 12 602 > NB T 79 840 > 822 5.0 0.4 A 5.0 NB R 7 1318 > SB L 32 718 > SB T 119 848 > 949 5.1 1.2 B 5.1 SB R 88 1315 > EB L 72 1616 2.3 0.0 A 1.4 WB L 11 1632 2.2 0.0 A 0.3 Intersection Delay = 3.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_58PA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst .................. Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection ^T �_ Eastbound__ WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (%) PCE's ------------ 0 > 1 < 0 N 114 48 6 1 1 1 0 1.10 0 > 1 < 0 N 5 42 15 1 1 1 0 1.10 --------------- Adjustment Factors 0 > 1 < 0 10 113 69 1 1 1 0 1.10 1.10 1.10 Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_58PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 51 50 Potential Capacity: (pcph) 1305 1306 Movement Capacity: (pcph) 1305 1306 Prob. of Queue -Free State: 0.99 0.94 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 54 57 Potential Capacity: (pcph) 1616 1610 Movement Capacity: (pcph) 1616 1610 Prob. of Queue -Free State: 1.00 0.92 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 0.92 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 227 222 Potential Capacity: (pcph) 829 834 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 760 764 Prob. of Queue -Free State: 0.69 0.84 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 310 334 Potential Capacity: (pcph) 700 678 Major LT, Minor TH Impedance Factor: 0.77 0.63 Adjusted Impedance Factor: 0.82 0.71 Capacity Adjustment Factor due to Impeding Movements 0.77 0.70 Movement Capacity: (pcph) 541 478 HCS: Unsignalized Intersections Release 2.1d MO_58PA.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 10 541 > NB T 237 760 > 766 7.1 1.8 B 7.1 NB R 15 1305 > SB L 11 478 > SB T 124 764 > 866 5.5 1.1 B 5.5 SB R 76 1306 > EB L 125 1610 2.4 0.2 A 1.6 WB L 6 1616 2.2 0.0 A 0.2 Intersection Delay = 4.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_58PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 58 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 93 47 9 1 1 1 0 1.10 -------------- 0 > 1 < 0 N 20 46 19 1 1 1 0 1.10 ---------------- Adjustment Factors 0 > 1 < 0 29 250 124 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_58PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 52 56 Potential Capacity: (pcph) 1303 1297 Movement Capacity: (pcph) 1303 1297 Prob. of Queue -Free State: 0.99 0.90 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 56 65 Potential Capacity: (pcph) 1612 1596 Movement Capacity: (pcph) 1612 1596 Prob. of Queue -Free State: 0.99 0.94 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.93 Step 3: TH from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 230 224 Potential Capacity: (pcph) 826 832 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 760 766 Prob. of Queue -Free State: -------------------------------------------------------- 0.98 0.64 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 407 234 Potential Capacity: (pcph) 615 775 Major LT, Minor TH Impedance Factor: 0.59 0.90 Adjusted Impedance Factor: 0.68 0.92 Capacity Adjustment Factor due to Impeding Movements 0.61 0.91 Movement Capacity: (pcph) 374 709 HCS: Unsignalized Intersections Release 2.1d VC_60PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------- Streets: (N -S) Active Adult Village (E -W) Avenue 60 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/,Prof Conditions PM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (V PCE's ------------ 0 1 < 0 N 76 153 1 1 0 0 > 0 < 0 94 40 1 1 0 1.10 1.10 --------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d VC_60PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 152 Potential Capacity: (pcph) 1160 Movement Capacity: (pcph) 1160 Prob. of Queue -Free State: -------------------------------------------------------- 0.96 Step 2: LT from Major Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 229 Potential Capacity: (pcph) 1333 Movement Capacity: (pcph) 1333 Prob. of Queue -Free State: 0.95 -------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 288 Potential Capacity: (pcph) 721 Major LT, Minor TH Impedance Factor: 0.95 Adjusted Impedance Factor: 0.95 Capacity Adjustment Factor due to Impeding Movements 0.95 Movement Capacity: (pcph) -------------------------------------------------------- 682 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 103 682 > 778 5.7 0.8 B 5.7 NB R 44 1160 > WB L 72 1333 2.9 0.0 A 1.4 Intersection Delay = 1.9 sec/veh Year 2010 Unsignalized Intersection HCS Worksheets HCS: Unsignalized Intersections Release 2.1d MO_600A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 No Proj Conditions AM Pk Two-way Stop -controlled Intersection Northbound SouthboundEastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 6 125 24 1 1 1 0 1.10 0 > 1 < 0 N 10 87 26 1 1 1 0 1.10 ---------------- 0 > 1 < 0 66 23 6 1 1 1 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 10 17 15 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------- Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_58PP.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 15 374 > NB T 17 760 > 621 6.2 0.1 B 6.2 NB R 13 1303 > SB L 32 709 > SB T 275 766 > 870 8.4 3.3 B 8.4 SB R 136 1297 > EB L 102 1596 2.4 0.1 A 1.5 WB L 22 1612 2.3 0.0 A 0.5 Intersection Delay = 5.8 sec/veh I HCS: Unsignalized Intersections Release 2.1d MO_604A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection -------------------------- Northbound SouthboundEastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's M PCE's ------------ 0 > 1 < 0 N 4 71 11 1 1 1 0 1.10 0 > 1 < 0 N 9 60 10 1 1 1 0 1.10 --------------- Adjustment Factors 0 > 1 < 0 5 11 13 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_604A.HC0 Page 2 Worksheet for TWSC Intersection Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 76 65 Potential Capacity: (pcph) 1267 1283 Movement Capacity: (pcph) 1267 1283 Prob. of Queue -Free State: 0.99 1.00 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 82 70 Potential Capacity: (pcph) 1567 1588 Movement Capacity: (pcph) 1567 1588 Prob. of Queue -Free State: 0.99 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 1.00 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 160 160 Potential Capacity: (pcph) 899 899 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 891 891 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.99 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 162 166 Potential Capacity: (pcph) 853 849 Major LT, Minor TH Impedance Factor: 0.98 0.98 Adjusted Impedance Factor: 0.98 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 0.97 Movement Capacity: (pcph) 834 825 HCS: Unsignalized Intersections Release 2.1d MO_604A.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 25 825 > EB T 12 891 > 888 4.3 0.0 A 4.3 EB R 6 1283 > WB L 6 834 > WB T 12 891 > 1009 3.7 0.0 A 3.7 WB R 14 1267 > NB L 4 1588 2.3 0.0 A 0.1 SB L 10 1567 2.3 0.0 A 0.3 Intersection Delay = 1.3 sec/veh HCS: Unsignalized Intersections Release 2.1d MO-604P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection _�--___----NorthboundSouthbound Eastbound westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 5 49 7 1 1 1 0 1.10 0 > 1 < 0 N 6 113 23 1 1 1 0 1.10 ---------------- Adjustment Factors 0 > 1 < 0 13 10 7 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MOw604P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 52 124 Potential Capacity: (pcph) 1303 1198 Movement Capacity: (pcph) 1303 1198 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 1.00 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 56 136 Potential Capacity: (pcph) 1612 1477 Movement Capacity: (pcph) 1612 1477 Prob. of Queue -Free State: 1.00 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 200 192 Potential Capacity: (pcph) 857 865 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 849 857 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.99 Step 4: LT from Minor Street --------------------------------------------------------- WB EB Conflicting Flows: (vph) 196 196 Potential Capacity: (pcph) 815 815 Major LT, Minor TH Impedance Factor: 0.98 0.98 Adjusted Impedance Factor: 0.98 0.98 Capacity Adjustment Factor due to Impeding Movements 0.98 0.98 Movement Capacity: (pcph) 798 797 HCS: Unsignaiized Intersections Release 2.1d MO_604P.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 15 797 > EB T 12 857 > 857 4.4 0.0 A 4.4 EB R 4 1198 > WB L 14 798 > WB T 11 849 > 901 4.1 0.0 A 4.1 WB R 8 1303 > NB L 6 1.477 2.4 0.0 A 0.2 SB L 7 1612 2.2 0.0 A 0.1 Intersection Delay = 1.1 sec/veh HCS: Unsignalized Intersections Release 2.1d M0,60PA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV' s (�) PCE's ------------ 0 > 1 < 0 N 43 156 17 1 1 1 0 1.10 --------------- 0 > 1 < 0 N 9 89 41 1 1 1 0 1.10 ---------------- Adjustment Factors 0 > 1 < 0 7 15 13 1 1 1 0 1.10 1.10 1.10 Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_60PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 164 110 Potential Capacity: (pcph) 1143 1218 Movement Capacity: (pcph) 1143 1218 Prob. of Queue -Free State: 0.99 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 173 130 Potential Capacity: (pcph) 1418 1486 Movement Capacity: (pcph) 1418 1486 Prob. of Queue -Free State: 0.99 0.97 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 0.96 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 346 334 Potential Capacity: (pcph) 718 729 Capacity Adjustment Factor due to Impeding Movements 0.96 0.96 Movement Capacity: (pcph) 687 698 Prob. of Queue -Free State: -------------------------------------------------------- 0.98 0.97 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 344 340 Potential Capacity: (pcph) 669 673 Major LT, Minor TH Impedance Factor: 0.93 0.93 Adjusted Impedance Factor: 0.95 0.95 Capacity Adjustment Factor due to Impeding Movements 0.93 0.94 Movement Capacity: (pcph) 623 631 HCS: Unsignalized Intersections Release 2.1d MO_60PA.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 91 631 > EB T 20 698 > 692 6.4 0.8 B 6.4 EB R 20 1218 > WB L 8 623 > WB T 17 687 > 783 4.8 0.0 A 4.8 WB R 14 1143 > NB L 47 1486 SB L 10 1418 2.5 2.6 Intersection Delay = 0.0 A 0.5 0.0 A 0.2 2.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_60PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------------------------------ Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection -------------------------- NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 < 0 N 28 99 11 1 1 1 0 1.10 0 > 1 < 0 N 6 202 90 1 1 1 0 ;1.10 ---------------- Adjustment Factors 0 > 1 < 0 20 18 7 1 1 1 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) -------------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_60PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 104 247 Potential Capacity: (pcph) 1226 1038 Movement Capacity: (pcph) 1226 1038 Prob. of Queue -Free State: 0.99 0.95 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 110 292 Potential Capacity: (pcph) 1519 1244 Movement Capacity: (pcph) 1519 1244 Prob. of Queue -Free State: 1.00 0.98 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 0.97 --------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 430 391 Potential Capacity: (pcph) 649 680 Capacity Adjustment Factor due to Impeding Movements 0.97 0.97 Movement Capacity: (pcph) 628 658 Prob. of Queue -Free State: 0.97 0.97 Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 416 398 Potential Capacity: (pcph) 608 623 Major LT, Minor TH Impedance Factor: 0.94 0.94 Adjusted Impedance Factor: 0.96 0.95 Capacity Adjustment Factor due to Impeding Movements 0.91 0.95 Movement Capacity: (pcph) 553 589 HCS: Unsignalized Intersections Release 2.1d MO_60PP.HCO Page 3 ------------- Intersection Performance Summary Avg. 955% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 61 589 > EB T 17 658 > 721 6.1 0.7 B 6.1 EB R 50 1038 > WB L 22 553 > WB T 20 628 > 640 6.1 0.2 B 6.1 WB R 8 1226 > NB L 31 1244 3.0 0.0 A 0.6 SB L 7 1519 2.4 0.0 A 0.0 Intersection Delay = 1.8 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_SPPA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 --------------------------------------- Streets: (N -S) Monroe Street (E -W) S. Primary Housing V Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection -------------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T RL T R - - No. Lanes 0 < 0 Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road N 2.10 85 5.50 0 Through Traffic Minor Road 1 3.30 1 6.50 0 Adjustment Factors 0 > 0 131 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_SPPA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 85 Potential Capacity: (pcph) 1254 Movement Capacity: (pcph) 1254 Prob. of Queue -Free State: -------------------------------------------------------- 0.89 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 85 Potential Capacity: (pcph) 1562 Movement Capacity: (pcph) 1562 Prob. of Queue -Free State: 0.97 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 199 Potential Capacity: (pcph) 812 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: (pcph) -------------------------------------------------------- 787 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 0 787 > 1254 3.2 0.4 A 3.2 WB R 144 1254 > SB L 48 1562 2.4 0.0 A 0.9 Intersection Delay = 1.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_SPPP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) S. Primary Housing V Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road N 2.10 61 5.50 0 Through Traffic Minor Road 1 3.30 1 --------------- 0 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO—SPPP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 61 Potential Capacity: (pcph) 1290 Movement Capacity: (pcph) 1290 Prob. of Queue -Free State: 0.93 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 61 Potential Capacity: (pcph) 1603 Movement Capacity: (pcph) 1603 Prob. of Queue -Free State: 0.91 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 328 Potential Capacity: (pcph) 684 Major LT, Minor TH Impedance Factor: 3.0 0.91 Adjusted Impedance Factor: 0.91 Capacity Adjustment Factor due to Impeding Movements 0.91 Movement Capacity: -------------------------------------------------------- (pcph) 620 Intersection Performance Summary Intersection Delay = 1.4 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 0 620 > 1290 3.0 0.1 A 3.0 WB R 85 1290 > SB L 151 1603 2.5 0.3 A 1.3 Intersection Delay = 1.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_624A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound Westbound NorthboundSouthbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV' s (�) PCE's ------------ 0 > 1 0 N 62 26 1 1 0 1.10 --------------- 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 13 24 Right Turn Minor Road 1 1 ---------------- 0 3.30 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_624A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 25 Potential Capacity: (pcph) 1345 Movement Capacity: (pcph) 1345 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 37 Potential Capacity: (pcph) 1646 Movement Capacity: (pcph) 1646 Prob. of Queue -Free State: 0.96 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 4: LT from Minor -------------------------------------------------------- Street NB SB Conflicting Flows: (vph) 113 Potential Capacity: (pcph) 911 Major LT, Minor TH EB L 68 Impedance Factor: 0.96 Adjusted Impedance Factor: 0.96 Capacity Adjustment Factor 2.1 sec/veh due to Impeding Movements 0.96 Movement Capacity: -------------------------------------------------------- (pcph) 873 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 45 873 > 1019 3.8 0.2 A 3.8 SB R 31 1345 > EB L 68 1646 2.3 0.0 A 1.6 Intersection Delay = 2.1 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_62PA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 62 26 1 1 0 1.10 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 13 24 Right Turn Minor Road 1 1 ---------------- 0 3.30 Adjustment Factors 0 > 0 < 0 41 28 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_62PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 25 Potential Capacity: (pcph) 1345 Movement Capacity: (pcph) 1345 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 37 Potential Capacity: (pcph) 1646 Movement Capacity: (pcph) 1646 Prob. of Queue -Free State: 0.96 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) > Major LT Shared Lane Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 113 Potential Capacity: (pcph) 911 Major LT, Minor TH EB L Impedance Factor: 1646 0.96 Adjusted Impedance Factor: 0.96 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) 873 Intersection Performance Summary Intersection Delay = 2.1 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 45 873 > 1019 3.8 0.2 A 3.8 SB R 31 1345 > EB L 68 1646 2.3 0.0 A 1.6 Intersection Delay = 2.1 sec/veh HCS: Unsignalized Intersections Release 2.1d M0-62PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) -Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 No Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound - WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 40 17 1 1 0 1.10 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 27 21 Right Turn Minor Road 1 1 --------------- 0 3.30 Adjustment Factors 0 > 0 < 0 67 63 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_62PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 38 Potential Capacity: (pcph) 1325 Movement Capacity: (pcph) 1325 Prob. of Queue -Free State: -------------------------------------------------------- 0.95 Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 48 Potential Capacity: (pcph) 1626 Movement Capacity: (pcph) 1626 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.97 Step 4: LT from Minor Street -------------------------------------------------------- NB SB Conflicting Flows: (vph) 94 Potential Capacity: (pcph) 934 Major LT, Minor TH Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: (pcph) 908 Intersection Performance Summary Avg. 953% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 74 908 > 1071 3.9 0.5 A 3.9 SB R 69 1325 > EB L 44 1626 2.3 0.0 A 1.6 Intersection Delay = 2.5 sec/veh HCS: Unsignalized Intersections Release 2.1d VC_60PA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Active Adult Village (E -W) Avenue 60 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 0 1 < 0 Maneuver ------------------------------------------------------------------ Gap (tg) N Left Turn Major Road 61 72 Right Turn Minor Road 1 1 Through Traffic Minor Road 0 3.30 0 > 0 < 0 137 59 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d VC_60PA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 97 Potential Capacity: (pcph) 1236 Movement Capacity: (pcph) 1236 Prob. of Queue -Free State: 0.95 -------------------------------------------------------- Step 2: LT from Major Street --------------------------------------------------------- WB EB Conflicting Flows: (vph) 133 Potential Capacity: (pcph) 1482 Movement Capacity: (pcph) 1482 Prob. of Queue -Free -------------------------------------------------------- State: 0.98 Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 197 Potential Capacity: (pcph) 814 Major LT, Minor TH Impedance Factor: 891 0.98 Adjusted Impedance Factor: 0.98 Capacity Adjustment Factor > due to Impeding Movements 0.98 Movement Capacity: -------------------------------------------------------- (pcph) 795 Intersection Performance Summary Intersection Delay = 2.6 sec/veh Avg. 953% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) NB L 151 795 > 891 5.3 1.1 B 5.3 NB R 65 1236 > WB L 34 1482 2.5 0.0 A 0.8 Intersection Delay = 2.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MOe62PP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2004 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection Eastbound Westbound NorthboundSouthbound L T R L T R L T R L T R No. Lanes Stop/Yield volumes PHF Grade MC,s (�) SU/RV's (�) CV' s (�) PCE's ------------ 0 > 1 0 N 40 17 1 1 0 1.10 -------------- 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 27 21 Right Turn Minor Road 1 1 ---------------- 0 3.30 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_62PP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 38 Potential Capacity: (pcph) 1325 Movement Capacity: (pcph) 1325 Prob. of Queue -Free State: 0.95 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 48 Potential Capacity: (pcph) 1626 Movement Capacity: (pcph) 1626 Prob. of Queue -Free State: 0.97 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.97 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 94 Potential Capacity: (pcph) 934 Major LT, Minor TH EB L 44 Impedance Factor: 0.97 Adjusted Impedance Factor: 0.97 Capacity Adjustment Factor due to Impeding Movements 0.97 Movement Capacity: -------------------------------------------------------- (pcph) 908 Intersection Performance Summary Intersection Delay = 2.5 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 74 908 > 1071 3.9 0.5 A 3.9 SB R 69 1325 > EB L 44 1626 2.3 0.0 A 1.6 Intersection Delay = 2.5 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_600A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 137 100 Potential Capacity: (pcph) 1180 1232 Movement Capacity: (pcph) 1180 1232 Prob. of Queue -Free State: 0.99 0.99 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 149 113 Potential Capacity: (pcph) 1456 1514 Movement Capacity: (pcph) 1456 1514 Prob. of Queue -Free State: 0.99 1.00 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 0.99 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 266 265 Potential Capacity: (pcph) 791 792 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 781 782 Prob. of Queue -Free State: 0.98 0.97 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 268 269 Potential Capacity: (pcph) 741 740 Major LT, Minor TH Impedance Factor: 0.96 0.96 Adjusted Impedance Factor: 0.97 0.97 Capacity Adjustment Factor due to Impeding Movements 0.96 0.96 Movement Capacity: (pcph) 712 709 HCS: Unsignalized Intersections Release 2.1d MO_600A.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 73 709 > EB T 25 782 > 747 5.6 0.5 B 5.6 EB R 7 1232 > WB L 11 712 > WB T 19 781 > 867 4.4 0.0 A 4.4 WB R 17 1180 > NB L 7 1514 2.4 0.0 A 0.1 SB L 11 1456 2.5 0.0 A 0.2 Intersection Delay = 1.8 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_600P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) Avenue 60 Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ..... .... Year 2010 No Proj Conditions PM Pk Two-way Stop -controlled Intersection --------------------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes 1 0 > 1 < 0 0 > 1 < 0 1 0 > 1 < 0 1 0 > 1 < 0 Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's W PCE's ------------ N N 6 83 15 7 174 68 1 1 1 1 1 1 0 0 1.10 1.10 ------------------------------ Adjustment Factors 27 22 8 1 1 1 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ----------------------------------------------------------------- Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_600P.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 90 208 Potential Capacity: (pcph) 1247 1086 Movement Capacity: (pcph) 1247 1086 Prob. of Queue -Free State: 0.99 0.99 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 98 242 Potential Capacity: (pcph) 1540 1315 Movement Capacity: (pcph) 1540 1315 Prob. of Queue -Free State: 0.99 0.99 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 0.99 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 346 319 Potential Capacity: (pcph) 718 742 Capacity Adjustment Factor due to Impeding Movements 0.99 0.99 Movement Capacity: (pcph) 710 733 Prob. of Queue -Free State: 0.97 0.97 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 324 326 Potential Capacity: (pcph) 687 686 Major LT, Minor TH Impedance Factor: 0.96 0.95 Adjusted Impedance Factor: 0.97 0.97 Capacity Adjustment Factor due to Impeding Movements 0.96 0.96 Movement Capacity: (pcph) 662 658 HCS: Unsignalized Intersections Release 2.1d MO_600P.HC0 Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 44 658 > EB T 20 733 > 706 5.7 0.3 B 5.7 EB R 7 1086 > WB L 30 662 > WB T 24 710 > 730 5.4 0.2 B 5.4 WB R 9 1247 > NB L 7 1315 2.8 0.0 A 0.2 SB L 8 1540 2.3 0.0 A 0.1 Intersection Delay = 1.5 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_SPTA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) S. Primary Housing V Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T RL T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's 0 1 < 0 N 250 0 1 1 0 1 1 0 N 72 132 1 1 0 1.10 ---------------- Adjustment Factors 0 > 0 < 0 0 215 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_SPTA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 250 Potential Capacity: (pcph) 1034 Movement Capacity: (pcph) 1034 Prob. of Queue -Free State: 0.77 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 250 Potential Capacity: (pcph) 1303 Movement Capacity: (pcph) 1303 Prob. of Queue -Free State: 0.94 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 454 Potential Capacity: (pcph) 578 Major LT, Minor TH Impedance Factor: 4.5 0.94 Adjusted Impedance Factor: 0.94 Capacity Adjustment Factor due to Impeding Movements 0.94 Movement Capacity: -------------------------------------------------------- (pcph) 543 Intersection Performance Summary Intersection Delay = 1.8 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 0 543 > 1034 4.5 1.0 A 4.5 WB R 237 1034 > SB L 79 1303 2.9 0.1 A 1.0 Intersection Delay = 1.8 sec/veh HCS: Unsignalized Intersections Release 2.1d MO—SPTP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N -S) Monroe Street (E -W) S. Primary Housing V Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's (�) PCE's ------------ 1 1 0 N 226 291 1 1 0 1.10 --------------- 0 > 0 < 0 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_SPTP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 151 Potential Capacity: (pcph) 1161 Movement Capacity: (pcph) 1161 Prob. of Queue -Free State: 0.88 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 151 Potential Capacity: (pcph) 1453 Movement Capacity: (pcph) 1453 Prob. of Queue -Free -------------------------------------------------------- State: 0.83 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 668 Potential Capacity: (pcph) 435 Major LT, Minor TH A 3.5 Impedance Factor: 0.83 Adjusted Impedance Factor: 0.83 Capacity Adjustment Factor due to Impeding Movements 0.83 Movement Capacity: -------------------------------------------------------- (pcph) 360 Intersection Performance Summary WB R 140 SB L 249 1453 Intersection Delay 3.0 0.7 A 1.3 1.4 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) WB L 0 360 > 1161 3.5 0.4 A 3.5 WB R 140 SB L 249 1453 Intersection Delay 3.0 0.7 A 1.3 1.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MO-AATA.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------- Streets: (N -S) Monroe Street (E -W) Active Adult Village Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection --------------------------- NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s M SU/RV's (�) CV's (�) PCE's 0 > 1 0 N 0 155 1 1 0 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_AATA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 118 Potential Capacity: (pcph) 1207 Movement Capacity: (pcph) 1207 Prob. of Queue -Free -------------------------------------------------------- State: 1.00 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 133 Potential Capacity: (pcph) 1482 Movement Capacity: (pcph) 1482 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 274 Potential Capacity: (pcph) 735 Major LT, Minor TH NB L 0 Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor due to Impeding Movements 1.00 Movement Capacity: -------------------------------------------------------- (pcph) 735 Intersection Performance Summary Intersection Delay = 1.4 sec/veh Avg. 955% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 105 735 > 735 5.7 0.5 B 5.7 EB R 0 1207 > NB L 0 1482 2.4 0.0 A 0.0 Intersection Delay = 1.4 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_AATP.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Active Adult Village Major Street Direction.... NS Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection NorthboundSouthbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV's (�) PCE's 0 > 1 0 N 0 105 1 1 0 1.10 0 1 < 0 N 207 84 1 1 0 ---------------- 0 > 0 < 0 47 0 1 1 0 1.10 1.10 ---------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO AATP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 249 Potential Capacity: (pcph) 1036 Movement Capacity: (pcph) 1036 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 2: LT from Major Street SB NB Conflicting Flows: (vph) 291 Potential Capacity: (pcph) 1246 Movement Capacity: (pcph) 1246 Prob. of Queue -Free State: 1.00 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Movement Major LT Shared Lane Prob. (pcph) of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 354 Potential Capacity: (pcph) 660 Major LT, Minor TH Impedance Factor: 1.00 Adjusted Impedance Factor: 1.00 Capacity Adjustment Factor 5.9 due to Impeding Movements 1.00 Movement Capacity: (pcph) -------------------------------------------------------- 660 Intersection Performance Summary Intersection Delay = 0.6 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) EB L 52 660 > 660 5.9 0.2 B 5.9 EB R 0 1036 > NB L 0 1246 2.9 0.0 A 0.0 Intersection Delay = 0.6 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_620A.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------------------------ Streets: (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 No Proj Conditions AM Pk Two-way Stop -controlled Intersection ------------------------------ Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC,s (�) SU/RV's (�) CV' s (�) PCE's 0 > 1 0 N 128 55 1 1 0 1.10 0 1 < 0 0 47 N Left Turn Major Road 26 27 Right Turn Minor Road 1 1 --------------- 0 0 Adjustment Factors 0 > 0 < 0 47 Time (tf) Left Turn Major Road 57 1 Right Turn Minor Road 5.50 1 Through Traffic Minor Road 6.00 0 Left Turn Minor Road 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_620A.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 40 Potential Capacity: (pcph) 1321 Movement Capacity: (pcph) 1321 Prob. of Queue -Free State: 0.95 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 53 Potential Capacity: (pcph) 1617 Movement Capacity: (pcph) 1617 Prob. of Queue -Free State: 0.91 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.91 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 222 Potential Capacity: (pcph) 788 Major LT, Minor TH EB L 141 Impedance Factor: 0.91 Adjusted Impedance Factor: 0.91 Capacity Adjustment Factor due to Impeding Movements 0.91 Movement Capacity: -------------------------------------------------------- (pcph) 717 Intersection Performance Summary Intersection Delay = 2.2 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 52 717 > 957 4.3 0.4 A 4.3 SB R 63 1321 > EB L 141 1617 2.4 0.2 A 1.7 Intersection Delay = 2.2 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_620P.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------------------------ Streets: (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 No Proj Conditions PM Pk Two-way Stop -controlled Intersection ^� ----- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's W SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 81 35 1 1 0 1.10 0 1 < 0 Follow-up Maneuver N Gap (tg) 57 23 Road 1 1 --------------- 0 5.50 Adjustment Factors 0 > 0 < 0 75 132 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_620P.HC0 Page 2 ------------ worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 68 Potential Capacity: (pcph) 1279 Movement Capacity: (pcph) 1279 Prob. of Queue -Free State: 0.89 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 80 Potential Capacity: (pcph) 1570 Movement Capacity: (pcph) 1570 Prob. of Queue -Free State: 0.94 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Movement Major LT Shared Lane Prob. (pcph) of Queue -Free State: 0.94 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 184 Potential Capacity: (pcph) 828 Major LT, Minor TH Impedance Factor: 0.94 Adjusted Impedance Factor: 0.94 Capacity Adjustment Factor 4.4 due to Impeding Movements 0.94 Movement Capacity: (pcph) -------------------------------------------------------- 780 Intersection Performance Summary Intersection Delay = 2.8 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 83 780 > 1037 4.4 1.0 A 4.4 SB R 145 1279 > EB L 89 1570 2.4 0.0 A 1.7 Intersection Delay = 2.8 sec/veh HCS: Unsignalized Intersections Release 2.1d MOa62TA.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information ......... Year 2010 W/ Proj Conditions AM Pk Two-way Stop -controlled Intersection ------------------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC, s (�) SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 128 55 1 1 0 1.10 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 26 27 Right Turn Minor Road 1 1 Through Traffic Minor Road 0 3.30 Adjustment Factors 0 > 0 < 0 47 57 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_62TA.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 40 Potential Capacity: (pcph) 1321 Movement Capacity: (pcph) 1321 Prob. of Queue -Free State: 0.95 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 53 Potential Capacity: (pcph) 1617 Movement Capacity: (pcph) 1617 Prob. of Queue -Free State: 0.91 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.91 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 222 Potential Capacity: (pcph) 788 Major LT, Minor TH EB L 141 Impedance Factor: 0.91 Adjusted Impedance Factor: 0.91 Capacity Adjustment Factor due to Impeding Movements 0.91 Movement Capacity: -------------------------------------------------------- (pcph) 717 Intersection Performance Summary Intersection Delay = 2.2 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 52 717 > 957 4.3 0.4 A 4.3 SB R 63 1321 > EB L 141 1617 2.4 0.2 A 1.7 Intersection Delay = 2.2 sec/veh HCS: Unsignalized Intersections Release 2.1d MO_62TP.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ---------------------------------- Streets: (N -S) Monroe Street (E -W) Avenue 62 Major Street Direction.... EW Length of Time Analyzed... 60 (min) Analyst ................... Greg Date of Analysis.......... 2/3/99 Other Information.. ....... Year 2010 W/ Proj Conditions PM Pk Two-way Stop -controlled Intersection ------------------- Eastbound WestboundNorthbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's M SU/RV's (�) CV's (�) PCE's ------------ 0 > 1 0 N 81 35 1 1 0 1.10 0 1 < 0 Maneuver Gap (tg) N ------------------------------------------------------------------ Left Turn Major Road 57 23 Right Turn Minor Road 1 1 ---------------- 0 3.30 Adjustment Factors 0 > 0 < 0 75 132 1 1 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d MO_62TP.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 68 Potential Capacity: (pcph) 1279 Movement Capacity: (pcph) 1279 Prob. of Queue -Free State: 0.89 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 80 Potential Capacity: (pcph) 1570 Movement Capacity: (pcph) 1570 Prob. of Queue -Free State: 0.94 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.94 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 184 Potential Capacity: (pcph) 828 Major LT, Minor TH EB L Impedance Factor: 1570 0.94 Adjusted Impedance Factor: 0.94 Capacity Adjustment Factor due to Impeding Movements 0.94 Movement Capacity: -------------------------------------------------------- (pcph) 780 Intersection Performance Summary Intersection Delay = 2.8 sec/veh Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) SB L 83 780 > 1037 4.4 1.0 A 4.4 SB R 145 1279 > EB L 89 1570 2.4 0.0 A 1.7 Intersection Delay = 2.8 sec/veh