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Vol. III. 8. Traffic Study Attachment VI. Intersection Analyses
Attachment VI Intersection Analyses Signal Timing Existing 2008 Peak Season Pre -Game Peak Hour - 6 to 7 PM Post -Game Peak Hour — 9:30 to 10:30 PM Future without Project Pre -Game Peak Hour - 6 to 7 PM Future with Project Pre -Game Peak Hour - 6 to 7 PM Post -Game Peak Hour — 9:30 to 10:30 PM ,f Signal Timing Information Marlins Ballpark 5189 TIMING DATA FOR 5189 NW 17 AVE & S RIVER DR (SEC: 145 TYPE: SA) PAT OFNSGG Y REWGY RNL Y SYMCYC 5 T 78 20 25 4 1 15 4 1 7 3 80AVERAGE 6 T 44 20 30 4 1 20 4 1 7 3 90AM PEAK 7 T 66 20 42 4 1 25 4 1 10 3 110PM PEAK 0/1 8T 0 20 30 4 1 12 4 1 5 3 80EARLY MORN/E 9 T 0 20 15 4 1 15 4 1 0 0 3 60NITE 0/1 16 M 0 20 25 4 1 25 4 1 7 3 7 900 B OUT 23 T O 20 15 4 1 15 4 1 0 0 3 60NITE 0/4 24 T O 20 6 4 1 10 4 1 6 3 7 55RECALL TEST MIN: 1 8 5 2330 TIMING DATA FOR 2330 NW 7 ST & 17 AVE (SEC: 65 TYPE: SA) PAT OF EWW F Y R NSL Y NSW F G Y R EWL Y S Y M CYC 1 T 30 10 20 4 1 13 3 4 16 1 4 1 10 3 90WEEKEND 2 T 14 16 20 4 1 20 3 4 16 1 4 1 17 3 110AM PEAK SCH 3 T 20 16 20 4 1 15 3 4 16 1 4 1 12 3 100AFT SCH FL 4 T 60 620 4 1 10 3 412 1 4 1 6 3 75PRE AM 5 T 24 620 4 1 20 3 416 1 4 1 17 3 100AM PEAK NO S 6 T 20 16 20 4 115 3 416 1 4 1 12 3 100MID-DAY 7 T 52 16 20 4 1 22 3 416 8 4 1 18 3 120PM PEAK NO S 8 T 14 17 20 4 1 10 3 413 1 4 1 9 3 90POST PM 9T082041 534161 41 53 7 75EARLY MORN 3 10 T 52 16 20 4 1 22 3 416 8 4 1 18 3 120PM PEAK SCH 12T26 520 4 1 10 3 416 1 4 1 8 3 80EVENING 19T 0 820 4 1 5 3 416 1 4 1 5 3 7 75NITE0/3 23T 0 820 4 1 5 3 416 1 4 1 5 3 7 75LATE NIGHT 5 24 T O 10 20 4 1 6 3 4 13 1 4 1 5 3 7 75RECALL TEST MIN: 4 20 5 16 1 5 Marlins Ballpark Florida Marlins, L.P. Signal Timing November 2008 2201 TIMING DATA FOR 2201 FLAGLER ST & W 17 AVE (SEC: 69 TYPE: SA)3 1 5 212 4 210 9� 8 170LATE AM 1/1 PAT OF WW F Y RNL YNSW F G Y RNL Y R S Y MCYC21 T 738 29425131 521242149 8140 1 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 4 T 81 18 20 4 1 0 0 7 12 18 4 1 10 4 1 1 100AM PEAK SCHST 5 T 81 1820 4 1 0 0 7 12 18 4 1 10 4 1 1 100AM PEAK NON 6 T 76 24 20 4 1 0 0 7 12 14 4 1 8 4 1 1 100NOON 7 T 94 41 20 4 1 0 0 7 12 14 4 1 11 4 1 1 120PM PEAK 8 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 90PRE PM PEAK 9 T 76 24 20 4 1 0 0 7 12 14 4 1 8 4 1 1 100EARLY AFT SC 10 M 67 18 20 4 1 0 0 7 12 28 4 1 10 4 1 1 110TEST AM PEAK 11 M 44 18 20 4 1 0 0 7 12 14 4 1 14 4 1 1 100TEST MIDDAY 12 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 90AFT SCH FL 13 M 50 27 20 4 1 0 0 7 12 27 4 1 12 4 1 1 120TEST PM PEAK 14 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 90WEDNESDAY SC 15 M 65 11 20 4 1 0 0 7 12 49 4 1 6 4 1 1 1200 B OUT HEAV 16 M 111 820 4 1 0 0 7 12 39 4 1 19 4 1 1 1200 B IN HEAVY 17 T 81 18 20 4 1 0 0 7 12 18 4 1 10 4 1 1 100AM PEAK SCH 18 T 81 18 20 4 1 0 0 7 12 18 4 1 10 4 1 1 100AM PEAK SCH 19 T 76 24 20 4 1 0 0 7 12 14 4 1 8 4 1 1 100EARLY AFT SC 20 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 90EARLY NIGHT 21 T 66 21 20 4 1 0 0 712 4 4 1 5 4 1 1 6 84LATE NIGHT 1 22 T 66 21 20 4 1 0 0 7 12 10 4 1 5 4 1 1 90LATE NIGHT 1 23 T 66 26 20 4 1 0 0 712 1 4 1 9 4 1 1 90AFT SCH FL 24 T 66 29 20 4 1 0 0 712 4 4 1 6 4 1 1 7 93RECALL TEST MIN: 7 20 5 12 1 5 Marlins Ballpark Florida Marlins, L.P. Signal Timing November 2008 2222 TIMING DATA FOR 2222 SW 17 AVE & 1 ST (SEC: 69 TYPE: SA)4 2 20 4 7 175PRE-AM PEAK PAT OF EW F Y RNSWF G Y RSL Y R SYMCYC 10M45215 4 1 7 4 1 412 1 1 1T71231241 1 4 1 6 71210421041 90WEEKEND 2 T 36 65 901 6 T 80 23 12 4 1 71221 4 2 9 4 1 100NOON 7 T 83 41 12 4 1 7 12 18 4 214 4 1 120PM PEAK 8 T 71 18 12 4 1 7 12 18 4 2 7 4 1 90PRE PM PEAK 9 T 80 23 12 4 1 71221 4 2 9 4 1 100EARLY AFT SC 10 M 6127 12 4 1 71223 4 213 4 1 110TEST AM PEAK 11 M 40 23 12 4 1 7 12 15 4 215 4 1 100TEST MIDDAY 12 T 71 2312 4 1 7 12 10 4 210 4 1 90AFT SCH FL 13 M 49 27 12 4 1 71229 4 217 4 1 120TEST PM PEAK 14 T 71 18 12 4 1 7 12 18 4 2 7 4 1 90WEDNESDAY SC 15 M 80 20 12 4 1 71224 4 229 4 1 1200 B OUT HEAV 16 M1 18 9 12 4 1 71255 4 2 9 4 1 1200 B IN HEAVY 17 T 75 3312 4 1 7 12 15 4 2 5 4 1 100AM PEAK SCH 18 T 75 33 12 4 1 7 12 15 4 2 5 4 1 100AM PEAK SCH 19 T 80 23 12 4 1 7 12 21 4 2 9 4 1 100EARLY AFT SC 20 T 71 23 12 4 1 7 12 10 4 210 4 1 90EARLY NIGHT 21 T 71 23 12 4 1 7 12 15 4 2 5 4 1 90LATE NIGHT 1 22 T 71 23 12 4 1 71215 4 2 5 4 1 90LATE NIGHT 1 23 T 71 23 12 4 1 7 12 10 4 210 4 1 90AFT SCH FL 24 T 71 23 12 4 1 7 12 15 4 2 5 4 1 90RECALL TEST MIN: 7 12 12 1 5 5597 TIMING DATA FOR 5597 NW 14 AVE & 7 ST (SEC: 65 TYPE: SA) PAT OFEWGG Y RNSWF G Y RWL Y SYMCYC 1 T 56 52 1 4 1 710 1 4 1 6 3 90WEEKEND 2 T 36 65 1 4 1 716 1 4 1 7 3 110AM PEAK SCH 3 T 46 56 1 4 1 716 1 4 1 6 3 100AFT SCH FL 4 T 74 41 1 4 1 7 7 1 4 1 5 3 75PRE AM 5 T 48 55 1 4 1 716 1 4 1 7 3 100AM PEAK NO S 6 T 46 56 1 4 1 716 1 4 1 6 3 100M I D-DAY 7 T 26 75 1 4 1 716 1 4 1 7 3 120PM PEAK NO S 8 T 48 46 1 4 1 716 1 4 1 6 3 90POST PM 9 T 0 19 1 4 1 7 7 1 4 1 0 0 3 6 45EARLY MORN 3 10 T 26 75 1 4 1 716 1 4 1 7 3 120PM PEAK SCH 12 T 52 44 1 4 1 7 8 1 4 1 6 3 80EVENING 19 T O 19 1 4 1 7 7 1 4 1 0 0 3 7 45NITE 0/3 23 T O 19 1 4 1 7 7 1 4 1 0 0 3 6 45LATE NIGHT 5 24 T O 21 1 4 1 7 7 1 4 1 5 3 7 55RECALL TEST MIN: 15 16 1 5 Marlins Ballpark Florida Marlins, L.P. Signal Timing November 2008 2377 TIMING DATA FOR 2377 NW 12 AV & 14 ST (SEC: 146 TYPE: SA) PAT OF NSW F Y R EWJ Y EWW F G Y R NSM Y S Y M CYC 1 T 0 30 15 4 1 5 3 5 21 1 4 2 5 4 7 100PRE AM PEAK 5 T 4 45 15 4 1 8 3 5 21 1 4 2 17 4 130AM PEAK 0/4 8 T 2 35 15 4 1 10 3 5 21 1 4 215 4 120MID DAY AVG 12 T 7 50 15 4 1 12 3 5 21 1 4 2 18 4 140PM PEAK 0/4 16 M 48 45 15 4 1 6 3 5 21 4 4 2 6 4 1200 B IN 17M 6 37 15 4 1 10 3 521 4 4 210 4 1200 B OUT 18 T 2 15 15 4 1 5 3 521 1 4 2 5 4 85EVENING 0/4 22 T O 30 15 4 1 5 3 521 1 4 2 5 4 7 100N ITE 2/7 24 T O 10 15 4 1 6 3 512 1 4 2 6 4 7 73RECALL TEST MIN: 6 15 5 21 1 5 3402 TIMING DATA FOR 3402 NW 12 AV & 12 ST (SEC: 146 TYPE: SA) PAT OFNSGG YWW F G Y RNL Y SYMCYC 1 T 22 27 1 4 5 17 1 4 1 0 0 3 60PRE AM PEAK 5 T 11 65 1 4 5 17 25 4 1 5 3 130AM PEAK 0/4 8T 465 1 4 5 17 10 4 1 10 3 120MID DAY AVG 12 T 6 90 1 4 5 17 5 4 1 10 3 140PM PEAK 0/4 16 M 40 25 1 4 5 17 63 4 1 0 0 3 3 1200 B IN 17 M108 74 1 4 517 1 4 1 10 3 1200 B OUT 18 T O 44 1 4 5 17 1 4 1 5 3 85EVENING 0/4 22T 030 1 4 517 1 4 1 0 0 3 7 63NITE 2/7 24T 022 1 4 517 2 4 1 6 3 7 65RECALL TEST MIN: 14 17 1 5 2359 TIMING DATA FOR 2359 NW 12 AV & 11 ST (SEC: 146 TYPE: SA) PAT OFNSGG YEWLYEWPG Y RSL Y SYMCYC 1 T 0 20 41 4 0 0 9 1 4 1 0 0 6 7 80PRE AM PEAK 5 T110 20 90 4 0 010 1 4 1 0 0 6 130AM PEAK 0/4 8 T 98 20 80 4 0 010 1 4 1 0 0 6 120MID DAY AVG 12 T122 25 90 4 0 0 15 1 4 1 0 0 6 140PM PEAK 0/4 16 M106 20 59 4 6 3 13 1 4 1 6 3 1200 B IN 17 M 95 20 51 4 6 3 21 1 4 1 6 3 1200 B OUT 18 T 70 20 46 4 0 0 9 1 4 1 0 0 6 85EVENING 0/4 22T 02041 4 0 0 9 1 4 1 0 0 6 7 80N ITE 2/7 24T 020 6 4 6 321 1 4 1 6 3 7 75RECALL TEST MIN: 1 6 1 6 Marlins Ballpark Florida Marlins, L.P. Signal Timing November 2008 1 2328 TIMING DATA FOR 2328 NW 12 AVE & 7 ST (SEC: 65 TYPE: SA) PAT OF NSG G Y REW F G Y RWG Y R SYMCYC 1 T 60 22 1 4 1 7 20 15 4 1 10 4 1 90WEEKEND 2 T 30 39 1 4 1 720 9 4 1 19 4 1 110AM PEAK SCH 3 T 36 34 1 4 1 720 9 4 1 14 4 1 100AFT SCH FL 4 T 74 18 1 4 1 720 2 4 1 12 4 1 75PRE AM 5 T 44 25 1 4 1 7 20 22 4 1 10 4 1 100AM PEAK NO S 6 T 30 38 1 4 1 720 7 4 1 12 4 1 100MID-DAY 7 T 46 52 1 4 1 720 6 4 1 19 4 1 120PM PEAK NO S 8 T 46 29 1 4 1 720 6 4 1 12 4 1 90POST PM 9T 020 1 4 1 710 1 4 1 16 4 1 7 70EARLY MORN 3 10 T 44 56 1 4 1 720 6 4 1 15 4 1 120PM PEAK SCH 12 T 50 20 1 4 1 720 7 4 1 10 4 1 80EVENING 19 T 44 15 1 4 1 7 10 12 4 1 10 4 1 70NITE 0/3 23 T O 15 1 4 1 7 10 12 4 1 10 4 1 7 70LATE NIGHT 5 24 T O 19 1 4 1 710 1 4 1 7 4 1 7 60RECALL TEST MIN: 15 20 1 7 Marlins Ballpark Florida Marlins, L.P. Signal Timing November 2008 2198 TIMING DATA FOR 2198 FLAGLER ST & W 12 AVE (SEC: 69 TYPE: NA) PAT OFEWWF YNSW F G Y SYMCYC 1 T 22 41 14 4 714 6 4 901ON69 PA 2 T 26 41 14 4 714 6 4 90POST AM PEAK 3 T 22 41 14 4 714 6 4 90PRE PM PEAK 4 T 26 42 14 4 7 14 15 4 100AM PEAK SCH 5 T 26 42 14 4 7 14 15 4 100AM PEAK NON 6 T 26 31 14 4 7 14 26 4 100NOON 7 T 31 51 14 4 7 14 26 4 120PM PEAK 8 T 22 41 14 4 714 6 4 90PRE PM PEAK 9 T 26 31 14 4 7 14 26 4 100EARLY AFT SC 10 M 13 42 14 4 7 14 25 4 110TEST AM PEAK 11 M 96 42 14 4 7 14 15 4 100TEST MIDDAY 12 T 22 41 14 4 714 6 4 90AFT SCH FL 13 M104 46 14 4 7 14 31 4 120TEST PM PEAK 14 T 22 41 14 4 714 6 4 90WEDNESDAY SC 15 M 12 45 14 4 7 14 32 4 1200 B OUT HEAV 16 M 5148 14 4 7 14 29 4 1200 B IN HEAVY 17 T 26 42 14 4 7 14 15 4 100AM PEAK SCH 18 T 26 42 14 4 7 14 15 4 100AM PEAK SCH 19 T 26 31 14 4 7 14 26 4 100EARLY AFT SC 20 T22 41 14 4 714 6 4 90EARLY NIGHT 21 T 22 41 14 4 714 6 4 90LATE NIGHT 1 22 T 22 41 14 4 714 6 4 90LATE NIGHT 1 23 T 22 41 14 4 714 6 4 90AFT SCH FL 24 T 22 41 14 4 714 6 4 90RECALL TEST MIN: 7 14 14 1 Marlins Ballpark Signal Timing Florida Marlins, L.P. November 2008 2220 TIMING DATA FOR 2220 SW 12 AVE & 1 ST (SEC: 69 TYPE: NA) PAT OF EW F YSL YNSWF G Y SYMCYC 1 T 20 33 13 411 3 714 1 4 90ION 69 PA 2 T 24 33 13 411 3 714 1 4 90POST AM PEAK 3 T 20 33 13 411 3 714 1 4 90PRE PM PEAK 4 T 26 43 13 411 3 714 1 4 100AM PEAK SCH 5 T 26 43 13 411 3 714 1 4 100AM PEAK NON 6 T 23 35 13 410 3 7 14 10 4 100NOON 7 T 37 52 13 413 3 7 14 10 4 120PM PEAK 8 T 20 33 13 411 3 714 1 4 90PRE PM PEAK 9 T 23 35 13 410 3 7 14 10 4 100EARLY AFT SC 10 M 5 41 13 421 3 714 3 4 110TEST AM PEAK 11 M 91 35 13 417 3 714 3 4 100TEST MIDDAY 12 T 20 33 13 411 3 714 1 4 90AFT SCH FL 13 M 9943 13 417 3 7 14 15 4 120TEST PM PEAK 14 T 20 33 13 411 3 714 1 4 90WEDNESDAY SC 15 M 15 46 13 420 3 714 9 4 1200 B OUT HEAV 16 M 3843 13 411 3 7 14 21 4 1200 B IN HEAVY 17 T 26 43 13 411 3 714 1 4 100AM PEAK SCH 18 T 26 43 13 411 3 714 1 4 100AM PEAK SCH 19 T 23 35 13 410 3 7 14 10 4 100EARLY AFT SC 20 T 20 33 13 411 3 714 1 4 90EARLY NIGHT 21 T 20 33 13 411 3 714 1 4 90LATE NIGHT 1 22 T 20 33 13 411 3 714 1 4 90LATE NIGHT 1 23 T 20 33 13 411 3 714 1 4 90AFT SCH FL 24 T 20 33 13 411 3 714 1 4 90RECALL TEST MIN: 7 13 6 14 1 Marlins Ballpark Signal Timing Florida Marlins, L.P. November 2008 Post-GameExisting 2008 Peak Season Pre -Game Peak Hour - 6 to 7 PM Peak Hour — • 1 to 10:30' No. Intersection Locations Pre -Game Peak Post -Game Peak 1 NW 17 Ave at NW South River Dr 6 to 7 PM 9:30-10:30 PM 2 NW 17 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 3 NW 17 Ave at NW 3 St 6 to 7 PM Not included 4 NW 17 Ave at W. Fla ler St 6 to 7 PM 9:30-10:30 PM 5 SW 17 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM 6 NW 14 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 7 NW 15 Ave at W. Fla ler St 6 to 7 PM Not included 8 NW 12 Ave at NW 14 St 6 to 7 PM Not included 9 NW 12 Ave at SR 836 WS Off Ramp 6 to 7 PM Not included 10 NW 12 Ave at NW 11 St 6 to 7 PM 9:30-10:30 PM 11 NW 12 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 12 NW 12 Ave at NW 3 St 6 to 7 PM Not Included 13 NW 12 Ave at W. Fla ler St 6 to 7 PM 9:30-10:30 PM 14 SW 12 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM FULL REPORT General nformation Site :Information Analyst LSB Intersection NW 17 Ave/NW South River Agency or Co. Cathy Sweetapple & Dr Associates Area Type All other areas Date Performed 111812008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Existing - 2008 .Geomef ry Grade = 0 1 2 -------- -- Ft __L L Volume andtiniing input EB WB NB SB LT TH T LT Grade = 0 SIM North krow T R L TR LT LR Grade = 0 L TK Volume andtiniing input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 36 78 11 2 60 526 1175 50 % Heavy Veh 2 2 2 2 2 2 2 2 PHF 0.91 0.91 0.75 0.75 0,85 0.85 0.89 6.89 Actuated (P/A) A A I A A I A P P P Startup Lost Time 1 2.0 2.0 2.0 2.0 2.0 2.0 12.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 13.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N -arking/Hour [Bus Stops/Hdur 0 1 1 0 1 0 1 1 0 1 0 1 1 1 0 1 0 :"edestrian Timing I 3.2 ( 3.2 I 3.2 I 3.2 EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 25.0 G= G= G= G= 10.0 G= 62.0 G= G= Y= 5 Y= Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analvsis (hrs) = 0.25 Cvcle Length C 110.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Stadium Voit�me Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 36 78 11 2 60 526 1175 50 PHF 0.91 0.91 0.75 0.75 0.85 0.85 0.89 0.89 Adjusted Flow Rate 40 86 15 3 71 619 1320 56 Lane Group LR L T L T T R ,adjusted Flow Rate 126 15 3 71 619 1320 56 Proportion of LT or RT -- 0.000 -- 10.000 0.000 -- 10.000 --r- 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 0 0 1 1 1 1 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 0.952 1.000 0.910 0.950 1.000 0.950 1.000 1.000 Secondary fLT __ _ 0.112 _ _ AT -- 10.908 1 1 -- 11.000 I I -- 11.000 I 1 -_ 11.000 10.850 1 fLpb CAPACITY AND LOS WORKSHEET 1.000 Genera'I Info4irmat�on .r 1.000 1.000 1.000 1.000 EB 1.000 NB fRPb -- 1.000 -- 1.000 L -- 1.000 L -- 1.000 1.000 Adjusted Satflow R 1539 Adjusted Flow Rate 1770 1863 1770 1863 71 3547 1583 Secondary Adjusted Satflow 1320 56 -- Satflow Rate -- 209 1770 -- 1770 -- CAPACITY AND LOS WORKSHEET Genera'I Info4irmat�on .r Project Description Marlins Stadium Capacity Analysisf " EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 126 15 3 71 619 1320 56 Satflow Rate 1539 1770 1863 1770 1863 3547 1583 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.23 0.23 0.23 0.68 0.68 0.56 0.56 Lane Group Capacity 350 402 423 284 1270 1999 892 v/c Ratio 0.36 0.04 0.01 0.25 0.49 0.66 0.06 Flow Ratio 0.08 0.01 0.00 0.04 0.33 0.37 0.04 Critical Lane Group y N N y N Y N Sum Flow Ratios 0.49 Lost Time/Cycle 15.00 Critical v/c Ratio 0.57 Lane Giroiup7Capacl�y, ControlvDelay, and LOS Determnatwn EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 126 15 3 71 619 1320 56 Lane Group Capacity 350 402 423 284 1270 1999 892 v/c Ratio 0.36 0.04 0.01 0.25 0.49 0.66 0.06 Green Ratio 0.23 0.23 0.23 0.68 0.68 0.56 0.56 ' iniform Delay di 35.8 33.1 32.9 10.8 8.3 16.7 10.9 Jelay Factor k 0.11 0.11 0.11 0.11 0.50 0.50 0.50 0:6 0.0 0.0 1 0.5 1 1.3 1.7 1 0.1 Acremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 36.4 33.2 32.9 11.3 9.7 18.4 11.0 Lane Group LOS D C C B A B B Approach Delay 1 36.4 1 33.1 9.8 18.1 Approach LOS D C A B Intersection Delay 16.7 Intersection LOS B Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/8/2008 5:45 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 1 2 0 Grade= 0 LT L R Grade = 0 LTR 1 3 0 Volume and Timin In `iut TT EB WB NB LT L R Grade = 0 Bus Stops/Hour i LTR 1 3 0 Volume and Timin In `iut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 134 537 163 109 308 102 195 589 124 164 508 103 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.73 0.73 0.73 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit ExtQnsion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N 'arking/Hour Bus Stops/Hour i ledestrian Timing 3.2 3.2 3.2 3.2 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G = 18.0 G = 36.0 G = G = G = 22.0 G = 28.0 G = G = Y= 3 IY= 5 Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET .e Information''- - Project Description Marlins Stadium VblumeAd�ustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 134 537 163 109 308 102 195 589 124 164 508 103 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.73 0.73 0.73 Adjusted Flow Rate 149 597 181 121 342 113 217 654 138 225 696 141 Lane Group L TR L TR L TR L TR Ousted Flow Rate 149 778 121 455 217 792 225 837 Proportion of LT or RT 1-0,0010--- 1 0.233 10.000 1 -- 10.248 10.000 1 00 0.168 Saturation Plow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 3 0 1 3 0 fw 1,000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0,980 0.980 0.980 0.980 0,980 0.980 0.980 0.980 f 9 1.000 1,000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.00 1.000 fbb 1.000 1.000 1,000 1.000 1.000 1.000 1.000 1.000 f . 1.000 1.000 1.000 1.000 1,000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1,000 0.908 1.000 0,908 f T 0.950 1.000 0.950 1.000 0.950 1,000 0.950 1.000 Secondary fL 0.328 0.328 0.131 0.129 0.145 2T __ 10.965 I I __ 10.963 I I_ 10.974 I I __ 10.975 I fLpb 1.000 1.000 Capacity Analysis 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 1.000 fRPb -- 1.000 L -- 1.000 L -- 1.000 Adjusted Flow Rate -- 1.000 Adjusted Satflow 1770 3423 217 1770 3415 225 1770 4941 Satflow Rate 1770 4946 Secondary Adjusted Satflow 612 1124 245 -- 240 -- 271 2.0 -- CAPACITY AND LOS WORKSHEET Genel Information Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 149 778 121 455 217 792 225 837 Satflow Rate 1770 3423 1770 3415 1770 4941 1770 4946 . pst Time 2.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 Green Ratio 0.47 0.30 0.47 0.30 0.44 0.23 0.44 0.23 Lane Group Capacity 465 1027 346 1025 387 1153 395 1154 v/c Ratio 0.32 0.76 0.35 0.44 0.56 0.69 0.57 0.73 Flow Ratio 0.08 0.23 0.07 0.13 0.12 0.16 0.13 0.17 Critical Lane Group Y Y N N N N Y Y Sum Flow Ratios 0.61 Lost Time/Cycle 20.00 Critical v/c Ratio 0.73 Lane Group Capacity, Control Decay, and `LbS,DeterminatioTIP, EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 149 778 121 455 217 792 225 837 Lane Group Capacity 465 1027 346 1025 387 1153 395 1154 v/c Ratio 0.32 0.760.35 0.44 0.56 0.69 0.57 0.73 Green Ratio 0.47 0.30 0.47 0.30 0.44 0.23 0.44 0.23 Uniform Delay di 18.9 38.0 20.8 33.9 23.6 42.0 23.5 42.5 `elay Factor k 0.11 0.31 0.11 0.11 0.16 0.50 0.16 0.50 incremental Delay d2 0.4 3.3 0.6 0.3 1.9 3.3 2.0 4.0 ,F Factor 1.000 11.000 1 1.000 11.000 1 1.000 11.000 1 1.000 11.000 Control Delay 19.3 41.4 21,5 34.2 25.5 45.3 25.4 46.4 Lane Group LOS 8 D C C C D C D Approach Delay 37.8 31.5 41.1 42.0 Approach LOS D C D D Intersection Delay 39.0 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/8/2008 5:49 PM TWO-WAY STOP CONTROL SUMMARY General information � Safe .InformationT. Analyst Agency/Co. Date Performed Analysis Time Period LSB Cathy Sweetapple & Associates 11/8/2008 Pre -Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 17 Ave/NW 3 St. Miami -Dade Exisitng - 2008 Project Descriptio Marlins Stadium East/West Street: NW 3 Street North/South Street: NW 17 Avenue Intersection Orientation: North-South Study Period hrs : 0.25 Vehicle %plumes and`Ad us�men#s ,. ,` ,.v _, Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 50 968 40 45 777 46 Peak -Hour Factor, PHF 0.86 0.86 0.86 0.84 0.84 0.84 Hourly Flow Rate, HFR veh/h 38 11 63 13 10 67 Percent Heavy Vehicles 2 -- -- 2 -- - Median Type Raised curb RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 i L T R L T R .'olume veh/h) 27 8 45 11 8 53 Peak -Hour Factor, PHF 0.71 0.71 0.71 0.79 0.79 0.79 Hourly Flow Rate, HFR veh/h 53 925 54 58 1125 46 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Dela ,Queue Len"Servic_ e Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v (veh/h) 58 53 90 112 C (m) (veh/h) 701 592 254 211 V/c 0.08 0.09 0.35 0.53 95% queue length 0.27 0.29 1.53 2.77 Control Delay (s/veh) 10.6 11.7 26.8 39.9 LOS B B D E Approach Delay (s/veh) -- -- 26.8 39.9 Approach LOS -- -- D E eight © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/8/2008 6:06 PM FULL REPORT General lnformatton , 8iteanformatwn , :. Analyst LSB Cathy Sweetapple & Intersection NW 17 Ave/Flagler St Agency or Co. Associates Area Type All other areas Date Performed 11/8/2008 Jurisdiction Analysis Year Miami -Dade Existing - 2008 Time Period Pre -Game 6 - 7 PM Intersection, Geomet Grade = 0 1 2 a_ 1 Grade = 0 Shaw North Arrow R T R Grade = �_ �, = LT =LR �- 44-4-j-1- Grade = 0 = L T R 1 2 `Volume and Timin :Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 152 1002 276 138 694 603 160 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.80 0.80 0.80 0.87 0.87 0.89 0.89 Actuated (P/A) A A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N `arking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 `.'`?edestrian Timing 3.2 1 3.2 1 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET WB Only 02 03 04 NB Only NS Perm 07 08 Timing I G= 61.0 G= G= G= G= 11.0 G= 33.0 G= G= Y= 5 1Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 276 Cycle Length C = 120.0 694 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET .ti Generallnformat�on �: - _ Project Description Marlins Stadium Volume Ad�usfinent EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 152 1002 276 138 694 603 160 P H F 0.80 0.80 0.80 0.87 0.87 0.89 0.89 Adjusted Flow Rate 190 1252 345 159 798 678 180 Lane Group L T R L T T R i'djusted flow Rate 190 1252 345 159 798 678 180 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 1.000 1.000 0.952 0.952 1.000 f 0.950 1.000 0.950 1.000 1.000 Secondary fLT __ _ 0.172 iT 1 1. 000 10.850 1 _- 11.000 I 1 11.000 ,1'0.850 1 fLpb 1.000 1.000 R 1.000 1.000 1.000 R fRPb -- -- 1.000 1.000 -- 1.000 -- 1.000 1.000 Adjusted Satflow 1770 5074 1583 1770 3547 3547 1583 Secondary Adjusted Satflow -- 2.0 2.0 -- 320 2.0 -- 2.0 -- CAPACITY AND LOS WORKSHEET Lane Group L T R L T T R Adjusted Flow Rate 190 1252 345 159 798 678 180 Satflow Rate 1770 5074 1583 1770 3547 3547 1583 ,ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.51 0.51 0.51 0.41 0.41 0.28 0.28 Lane Group Capacity 900 2579 805 263 1448 975 435 v/c Ratio 0.21 0.49 0.43 0.60 0.55 0.70 0.41 Flow Ratio 10.11 0.25 0.22 0.09 0.22 0.19 0.11 Critical Lane Group N y N y N y N Sum Flow Ratios 0.53 Lost Time/Cycle 15.00 Critical v/c Ratio 0.60 Lane Group Capacity, Control: Delay,and LOS betermination EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 190 1252 345 159 798 678 180 Lane Group Capacity 900 2579 805 263 1448 975 435 v/c Ratio 0.21 0.49 0.43 0.60 0.55 0.70 0.41 Green Ratio 0.51 0.51 0.51 0.41 0.41 0.28 0.28 Iniform Delay di 16.2 19.3 18.5 25.5 27.1 39.0 35.6 -ielay Factor k 0.11 0.11 0.11 0.19 0.50 0.50 0.50 0.1-1 0.1 1 0.4 3.9 1.5 4.1 2.9 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 16.4 19.4 18.9 29.4 28.6 43.1 38.5 Lane Group LOS 8 8 8 C C D D Approach Delay 19.0 28.8 42.1 Approach LOS 8 C D Intersection Delay 27.1 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/8/2008 5:50 PM 1 3 1 Grade= 0 Shm NoM Arnow! = T R *1' =L TR _J_.�_ _L_ _ .. .I_�..-I - -- Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ,arking/Hour dus Stops/Hour 2 0 LT t = LR Grade = 0 = L T R FULL REPORT WB General'Information • =:. Safe lnfor`mation . " Analyst LSB Cathy Sweetapple & RT Intersection SW 17 Ave/SW 1 St Agency or Co. Associates LT Area Type All other areas Date Performed 11/8/2008 TH Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM 912 Analysis Year Existing - 2008 Intersection Geometry.:_ _ � ;; Grade = 0 2 1 103 165 1 3 1 Grade= 0 Shm NoM Arnow! = T R *1' =L TR _J_.�_ _L_ _ .. .I_�..-I - -- Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ,arking/Hour dus Stops/Hour 2 0 LT t = LR Grade = 0 = L T R 0 1 1 0 1 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 197 912 219 657 103 165 620 2 2 2 2 2 2 2 0.91 0.91 0.91 0.84 0.84 0.89 0.89 A A A P P A P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N 0 1 1 0 1 0 3.2 3.2 3.2 :ledestrian Timing II I I EB Only 02 03 04 NS Perm SB Only 07 08 Timing G= 53.0 G= G= G= G= 37.0 G= 14.0 G= G= Y= 5 Y= Y= Y" Y= 6 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General In#Qirmation 9 - Project Description Marlins Stadium Volume Ad�ustrnent "' EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 197 912 219 657 103 165 620 PHF 0.91 0.91 0.91 0.84 0.84 0.89 0.89 Adjusted Flow Rate 216 1002 241 782 123 185 697 Lane Group L T R TR L T .(djusted Flow Rate 216 1002241 905 185 697 Proportion of LT or RT 0.000 -- 0.000 0.000 -- 0.136 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 2 0 1 2 fW 1,000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1,000 1.000 1 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f . 1.000 1.000 1.000 1.000 1.000 1,000 feu 1.000 0.908 1.000 0.952 1.000 0.952 0.950 1.000 1.000 0.950 1.000 Secondary fL 0.108 RT -- 11.000 10.850 1 -- I I I -- 10.980 I 1- 11.000 I 1 fLpb 1.000 1.000 General Information Project Description Marlins Stadium Capacity Analysis 1.000 1.000 1.000 NB fRPb -- 1.000 1.000 -- R -- 1.000 -- 1.000 L Adjusted Satflow 1770 5074 1583 216 1002 241 3474 1770 3547 Secondary Adjusted Satflow 697 -- Satflow Rate 17.70 -- 1583 -- 201 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group L T R TR L T Adjusted Flow Rate 216 1002 241 905 185 697 Satflow Rate 17.70 5074 1583 3474 1770 3547 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.44 0.44 0.44 0.31 0.48 0.47 Lane Group Capacity 782 2241 699 1071 357 1685 v/c Ratio 0.28 0.45 0.34 0.85 0.52 0.41 Flow Ratio 0.12 0.20 0.15 0.26 0.07 0.20 Critical Lane Group N y N N y N Sum Flow Ratios 0.58 Lost Time/Cycle 10.00 Critical v/c Ratio 0.63 Lane Group Capacity, Control Delay,`and LOS,Determination EB WB NB SB Lane Group L T R TR L T Adjusted Flow Rate 216 1002 241 905 185 697 Lane Group Capacity 782 2241 699 1071 357 1685 v/c Ratio 0.28 0.45 0.34 0.85 0.52 0.41 Green Ratio 0.44 0.44 0.44 0.31 0.48 0.47 ' Iniform Delay di 21.3 23.3 22.1 38.8 41.4 20.6 -jelay Factor k 0.11 0.11 0.11 0.50 0.12 0.50 0.2 0.1 1 0.3 1 8.2 1.3 0.8 icremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 21.5 23.4 22.4 47.0 42.7 21.3 Lane Group LOS C C C D D C Approach Delay 23.0 47.0 25.8 Approach LOS C D C Intersection Delay 30.5 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/8/2008 5:55 PM Grade = 2 0 Grade = _E777F. d� 1 Volume (vph) %Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour Bus Stops/Hour Grade= 0 ShDW North Arran --- ITt 1 FULL REPORT _ 2 = 0 GeneraiTln#ormation ; „. ": :. Site IrfoXmaton Analyst LSB Cathy Sweetapple & Intersection NW 14 Ave/NW 7 St Agency or Co. Associates EB Area Type All other areas Date Performed 11/8/2008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM LT Analysis Year Existing - 2008 LT TH RT Grade = 2 0 Grade = _E777F. d� 1 Volume (vph) %Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour Bus Stops/Hour Grade= 0 ShDW North Arran --- ITt 1 - - *— _� Grade _ 2 = 0 �� R =L LT LR = L T R EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 765 69 5 521 30 4 2 2 2 2 2 2 0.86 0.86 0.94 0.94 0.67 0.67 P P A P A A 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 N N N N N N 0 1 1 0 1 0 1 1 0 1 1 0 EW Perm WB Only 03 04 NB Only 06 07 08 Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Marlins Stadium Wdin ` ' EB WB N B SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 765 69 5 521 30 4 Adjusted Flow Rate 890 80 5 554 45 6 | ' ` "j""==.."=."`= 970 5 554 45 6Base Satflow 1900 1900 1900 1900 1900 fw 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 f9 1.000 1.000 1,000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1,000 1.000 1.000 1.000 fLU 0.952 1.000 0.952 1.000 1.000 1.000 0.950 1.000 0,950 Secondary fLT ` - 0.240 0.860 . . . . . . . . . . . . . . RT 1 10.988 I 1 __ 11.000 1 1 __ 1 10.850 1 __ fLpb Ganeral Information = 1.000 Capacity Analysis 1.000 1.000 WB 1.000 SB Lane Group TR fRPb -- 1.000 L -- 1.000 -- 1.000 -- 970 5 554 3503 45 1770 3547 1770 1583 3503 Adjusted Satflow 3547 1770 1583 pst Time 2.0 Secondary Adjusted Satflow 2.0 -- 447 3052 __ 0.63 CAPACITY AND LOS WORKSHEET Ganeral Information = Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 970 5 554 45 6 Satflow Rate 3503 1770 3547 1770 1583 pst Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.63 0.73 0.73 0.20 0.20 Lane Group Capacity 2219 460 2601 354 317 v/c Ratio 0.44 0.01 0.21 0.13 0.02 Flow Ratio 0.28 0.00 0.16 0.03 0.00 Critical Lane Group Y Y N Y N Sum Flow Ratios 0.30 Lost Time/Cycle 10.00 Critical v/c Ratio 0.33 Lane Group Capacity, Control Delay,' and LOS Determination EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 970 5 554 45 6 Lane Group Capacity 2219 460 2601 354 317 v/c Ratio 0.44 0.01 0.21 0.13 0.02 Green Ratio 0.63 0.73 0.73 0.20 - 0.20 Uniform Delay di 11.2 9.0 5.1 39.4 38.5 )elay Factor k 0.50 0.11 0.50 0.11 0.11 Incremental Delay d2 0.6 , 0.0 0.2 0.2 0.0 .?F Factor 11.000 1 1.000 11.000 1 1.000 1 11.000 Control Delay 11.8 9.1 5.2 39.6 38.6 Lane Group LOS 8 A A D D Approach Delay 11.8 5.3 39.4 Approach LOS 8 A D Intersection Delay 10.4 Intersection LOS 8 Copyright© 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 12:59 PM yright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 71/8/2008 6:08 PM TWO-WAY STOP CONTROL SUMMARY General', nforirnation Siteanformation Analyst Agency/Co. Date Performed Analysis Time Period LSB Cathy Sweetapp/e & Associates 11/8/2008 Pre-Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 15 Ave/Flagler St Mlami-Dade Exisitng - 2008 Project Description Marlins Stadium East/West Street: Fla ler Street North/South Street: NW 15 Avenue Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle 1/pIlGt�ies,and,Ad us.�ments .., _' ✓' Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 1312 31 Peak-Hour Factor, PHF 0.71 0.71 0.71 0.79 0.85 0.85 Hourly Flow Rate, HFR veh/h 0 0 0 0 1543 36 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R ✓olume veh/h) 97 19 13 Peak-Hour Factor, PHF 0.84 0.84 0.86 0.84 0.84 0.60 Hourly Flow Rate, HFR veh/h 115 22 0 0 0 21 Percent Heavy Vehicles 2 2 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 1 0 0 0 1 Configuration L T R Dela ,g4uetle L..eri th, ardfLevel:of Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L T R v (veh/h) 115 22 21 C (m) (veh/h) 300 109 390 V/c 0.38 0.20 0.05 95% queue length 1.73 0.71 0.17 Control Delay (s/veh) 24.3 46.2 14.8 LOS C E B Approach Delay (s/veh) -- -- 27.8 14.8 Approach LOS -- -- D B yright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 71/8/2008 6:08 PM 1 CHI! 1 DCDDT Generalinformatiori Site•lnormation Analyst LSB Cathy Sweetapple & Intersection NW 12 Ave/NW 14 St Agency or Co. Associates Area Type All other areas Date Performed 111812008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Existing - 2008 Intersection Geomet, , Grade= 0 0 3 1 Grade = 0 - ShauNorih Arrau . c � = R --�-�--! - - :.::: ter_ - I -L TR Grade= 0 - __ �._ ._i_�_ _-!__ - -J. ..- rt = L T �.--r ' i r LR .J.._' .'_ ._ 0-. Grade - - L T R 1 2 1 Volume and Tim -in' In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 82 104 275 307 329 120 124 532 112 46 600 126 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.76 0.76 0.76 0.88 0.88 0.88 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N ":arking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 `?edestrian Timing 3.2 3.2 3.2 3.2 WB Only EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 12.0 G= 27.0 G= G= G= 18.0 G= 65.0 G= G= Y= 3 IY= 6 Y= Y= Y= 4 Y= 5 Y= Y= Duration of Analvsis (hrs) = 0.25 Cvcle Lenath C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Stadium Volume Ad�ustrnent EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 82 104 275 307 329 120 124 532 112 46 600 126 PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.76 0.76 0.76 0.88 0.88 0.88 Adjusted Flow Rate 88 112 296 323 346 126 163 700 147 52 682 143 Lane Group L TR L TR L T R L TR adjusted Flow Rate88 408 323 472 163 700 147 52 825 Proportion of LT or RT 0.000 -- 0.725 0.000 -- 0.267 0.000 -- 0.000 0.000 -- 0.173 Saturation FIow'Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980. f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1.000 0.952 1.000 1.000 .0.908 f 0.482 1.000 0.950 1.000 0.950 1.000 0.950 1.000 Secondary fLT __ 0.252 0.700 0.256 -- 0.278 -- #- 1 _- tT 10.891 I 1 10.960 I 1.000 10.850 1 -_ 10.974 1 1 . fLpb 1.000 1.000 - tapaci.YA2$. ysis, 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 1.000 fRPb -- 1.000 L -- 1.000 L -- 1.000 1.000 -- 1.000 Adjusted Satflow 898 3161 163 1770 3405 52 1770 3547 1583 1770 4942 Secondary Adjusted Satflow 3405 -- 469 2385 477 -- 518 2.0 -- CAPACITY AND LOS WORKSHEET General information Project Description Marlins Stadium - tapaci.YA2$. ysis, EB WB NB SB Lane Group L TR L TR L T R L TR Adjusted Flow Rate 88 408 323 472 163 700 147 52 825 Satflow Rate 898 3161 1770 3405 1770 3547 1583 1770 4942 ;ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.19 0.19 0.30 0.30 0.62 0.46 0.46 0.62 0.46 Lane Group Capacity 173 610 253 1022 463 1647 735 483 2294 v/c Ratio 0.51 0.67 1.28 0.46 0.35 0.43 0.20 0.11 0.36 Flow Ratio 0.10 0.13 0.09 10.14 0.09 0.20 0.09 0.03 0.17 Critical Lane Group N N y N y y N N N Sum Flow Ratios 0.74 Lost Time/Cycle 16.00 Critical v/c Ratio 0.84 Lane Gr",o�� Capacity, Control Delay; -sand LOS Determination , z } x EB WB NB SB Lane Group L TR L TR L T R L TR Adjusted Flow Rate 88 408 323 472 163 700 147 52 825 Lane Group Capacity 173 610 253 1022 463 1647 735 483 2294 v/c Ratio 0.51 0.67 1.28 0.46 0.35 0.43 0.20 0.11 0.36 Green Ratio 0.19 0.19 0.30 0.30 0.62 0.46 0.46 0.62 0.46 Uniform Delay d, 50.6 52.4 53.6 39.8 12.2 25.0 22.1 11.8 24.1 elay Factor k 0.12 0.24 0.50 0.11 0.11 0.50 0.50 0.11 0.50 incremental Delay dZ 2.5 2.8 151.5 0.3 0.5 0.8 0.6 0.1 0.4 ?F Factor 1.000 11.000 1 1.000 11.000 1 1.000 11.000 11.000 1.000 11.000 control Delay 53.1 55.2 205.1 40.1 12.6 25.8 22.8 11.9 24.6 Lane Group LOS D E F D 8 C C 8 C Approach Delay 54.8 107.2 23.3 23.8 Approach LOS D F C C Intersection Delay 49.3 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 12:59 PM Grade = Volume (vph) FULL REPORT Generalanformation: NB Sife Informatior Analyst LSB LT Intersection Agency or Co. Cathy Sweetapple & LT Area Type Associates LT I Jurisdiction Date Performed 11/8/2008 LT Analysis Year Time Period Pre -Game 6 - 7 PM Interseaton Geometry:;. Grade = 0 0 3 90 Grade = Volume (vph) % Heavy Veh PH F' Actuated (P/A) Startup Lost Time Extension of Effective Gree Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ,grking/Hour Bus Stops/Hour 1 2 0 Show North Arrow =T _R 1 K =L 1 = TR = LT = L R Grade = 0 Y" = L T R EB WB NB _a. j % Heavy Veh PH F' Actuated (P/A) Startup Lost Time Extension of Effective Gree Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ,grking/Hour Bus Stops/Hour 1 2 0 Show North Arrow =T _R 1 K =L 1 = TR = LT = L R Grade = 0 Y" = L T R 0 1 0 1 1 0 1 0 0 EB WB NB SB LT TH RT LT TH RT LT I TH RT LT TH RT 308 90 82 456 1074 44 2 2 2 2 2 2 0.95 0.95 0.79 0.79 0.94 0.94 A A A P P P 2.0 2.0 2.0 2.0 2.0 n 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 N N N N N I N 0 1 0 1 1 0 1 0 0 I -- I I I -- 11.000 I I_ 11.000 I I __ 10.994 2T fLpb EB WB NB 1.000 1.000 NB 1.000 1.000 L LT 1.000 L T T TR TR 1.000 1.000 324 95 1.000 104 577 1190 1190 Satflow Rate 341 359 1770 1863 1770 3547 5044 1770 1863 1770 3547 2.0 2.0 5044 2.0 Adjusted Satflow 0.19 2.0 Green Ratio 0.74 0.19 0.19 0.74 Secondary Adjusted Satflow 48.1 -- 5.5 Lane Group Capacity -- 348 -- 359 0.46 360 CAPACITY AND LOS WORKSHEET z.0- fn Project Description Marlins Stadium Capacity Analysis Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio ' Iniform Delay di �eiay rauwi n 0.48 EB WB NB SB Lane Group NB SB L LT LT L T T TR TR Adjusted Flow Rate 324 324 95 104 104 577 1190 1190 Satflow Rate 341 359 1770 1863 1770 3547 5044 0.95 ost Time 0.29 0.22 2.0 2.0 0.36 2.0 2.0 0.19 2.0 Green Ratio 0.74 0.19 0.19 0.74 0.74 48.1 0.65 5.5 Lane Group Capacity 11.2 341 359 0.46 360 2635 0.11 0.50 3279 v/c Ratio 0.95 0.26 0.29 0.22 0.36 Flow Ratio 0.18 0.05 j 0.06 0.16 1 0.24 Critical Lane Group Y NI I Y I N I i 1 Y Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio ' Iniform Delay di �eiay rauwi n 0.48 13.00 0.53 �lay,<and LOS Jr EB WB NB SB L LT L T TR 324 95 104 577 1190 341 359 360 2635 3279 0.95 0.26 0.29 0.22 0.36 0.19 0.19 0.74 0.74 0.65 55.8 48.1 6.1 5.5 11.2 0.46 0.11 0.11 0.50 0.50 35.8 1 0.4 0.4 0.2 0.3 icremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 Control Delay 91.6 48.5 6.5 5.7 11.5 Lane Group LOS F D A A 8 Approach Delay 81.8 5.8 11.5 Approach LOS F A 8 Intersection Delay 22.7 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 12:58 PM 1 General -Information :,:: :�` .,... S�te.lnformat�on Analyst LSB Cathy Sweetapple & Intersection NW 12 Ave/NW 11 St Agency or Co. Associates Area Type All other areas Date Performed 11/8/2008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Existing - 2008 Intersecfon ,Geome#.. Grade = 0 2 0 - - -- Grade= 0 Show North Arm _, i _ L Grade = i— � i I — n" -r-� j' - y rIT - —! = LT --j-- Grade = 0 = L T R 2 0 Volume,and TimIna] hoot EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 156 269 829 132 67 640 % Heavy Veh 2 2 2 2 2 2 PHF 0.70 0.70 0.87 0.87 0.72 0.72 Actuated (P/A) A A P P P P Startup Lost Time 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 100 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N `arking/Hour IB us Stops/Hour 0 0 0 0 `'aedestrian Timing 3.2 3.2 3.2 WB Only 02 03 04 NS Perm 06 07 08 Timing G= 16.0 G= G= G= G= 115.0 G= G= G= Y= 5 Y= Y= Y= Y= 4 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Stadium Volume'Ad�ustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 156 269 829 132 67 640 PHF 0.70 0.70 0.87 0.87 0.72 0.72 Adjusted Flow Rate 223 241 953 152 93 889 Lane Group L R TR LT Adjusted Flow Rate 223 241 1105 982 Proportion of LT or RT -- -- 0.000 -- 0.138 0.095 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 Number of Lanes 2 1 2 0 0 2 fw 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 feu 0.971 1.000 0.952 0.952 0.950 1.000 0.694 Secondary fLT -- -- -- __ AT 0. 850 I -- I0.979 I I -- I1.000 fLpb General Information Project Description Marlins Stadium Capacity Analysis 1.000 EB WB NB 1.000 Lane Group 1.000 L R TR 1.000 LT 1.000 Adjusted Flow Rate 1.000 Adjusted Satflow 241 3437 1583 982 3473 Satflow Rate 2460 Secondary Adjusted Satflow 1583 -- 3473 -- 2460 -- -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group L R TR LT Adjusted Flow Rate 223 241 1105 982 Satflow Rate 3437 1583 3473 2460 :bst Time 2.0 2.0 2.0 2.0 Green Ratio 0.11 0.11 0.82 0.82 Lane Group Capacity 393 181 2853 2021 v/c Ratio 0.57 1.33 0.39 0.49 Flow Ratio 0.06 0.15 0.32 0.40 Critical Lane Group N y N y Sum Flow Ratios 0.55 Lost Time/Cycle 9.00 Critical v/c Ratio 0.59 Lane Group Capacity, Control Delay; 'and L'OS Determination EB WB NB SB Lane Group L R TR LT Adjusted Flow Rate 223 241 1105 982 Lane Group Capacity 393 181 2853 2021 v/c Ratio 0.57 1.33 0.39 0.49 Green Ratio 0.11 0.11 0.82 0.82 Iniform Delay di 58.7 62.0 3.3 3.7 Jelay Factor k 0.16 0.50 0.50 0.50 acremental Delay d2 1.9 181.9 1 0.4 0.8 PF factor 1.000 1.000 1.000 1.000 Control Delay 60.7 243.9 3.7 4.6 Lane Group LOS E F A A Approach Delay 155.8 3.7 4.6 Approach LOS F A A Intersection Delay 31.7 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/1512008 12:57 PM FULL REPORT - _j ,General jrtfo°rriiation S�te':Informat�on WB Analyst LSB Intersection NW 12 Ave/NW 7 St J_ Agency or Co. Cathy Sweetapple & Area Type All other areas RT Associates Jurisdiction Miami -Dade RT Date Performed 11/8/2008 Analysis Year Existing - 2008 RT Time Period Pre -Game 6 - 7 PM TH RT Intersection Geomet 389 Grade = 0 0 2 0 1 2 0 Grade= 0 Grade = 0 Shan North Arrow ■ = T - -�-- 1 t. Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour LT L R .t Grade = 0 = L T R 2 0 - _j i - 0 WB NB SB J_ 2 L RT LT - -�-- 1 t. Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour LT L R .t Grade = 0 = L T R 2 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 389 171 154 4 129 99 495 27 2 477 253 2 2 2 2 2 2 2 2 2 2 2 0.89 0.89 0.89 0.94 0.94 0.94 0.80 0.80 0.93 0.93 0.93 A A A A A A P P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 N N N N N N I N N Bus Stops/Hour 10 10 1 1 10_1 I I 1 0 1 1 WB Only EB Only 03 04 NS Perm 06 07 08 Duration of Analysis (hrs) 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Marlins Stadium EB WB N B SB LT TH RT LT TH RT LT TH RT LT TH RT ` Volume 389 171 154 4 129 99 495 27 2 477 253 Adjusted Flow Rate 437 192 173 4 137 105 619 34 2 513 272 Lane Group L TR LTR TR LTR � . .`.~~.Flow Rate 437 365 246 653 787Base Satflow 1900 1900 1900 1900 1900 � fw 1.000 1.000 1.000 1.000 1.000 f9 1.000 1.000 1.000 1.000 1,000 fp 1,000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1,000 1.000 fLu 1.000 0.952 0.952 0.952 0.952 f 0.950 1.000 0.999 1.000 0,954 i Secondary fLT ``� .kT -_ I0.929 I I __ I0.936 I I -- I0.992 I I -_ I0.948 I fLpb 1.000 1.000 C, apacity Analysis . 1.000 WB NB 1.000 Lane Group L 1.000 LTR 1.000 TR 1.000 LTR 1.000 Adjusted Flow Rate 437 1.000 Adjusted Satflow 1770 3295 653 3317 787 3519 Satflow Rate 1770 3208 Secondary Adjusted Satflow 3317 -- 3519 -- 3208 -- 2.0 2.0 -- CAPACITY AND LOS WORKSHEET General. Information Project Description Marlins Stadium C, apacity Analysis . EB WB NB SB Lane Group L TR LTR TR LTR Adjusted Flow Rate 437 365 246 653 787 Satflow Rate 1770 3295 3317 3519 3208 nst Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.28 0.28 0.16 0.44 0.44 Lane Group Capacity 487 906 525 1554 1417 vlc Ratio 0.90 0.40 0.47 0.42 0.56 Flow Ratio 0.25 0.11 0.07 0.19 0.25 Critical Lane Group y N y N Y Sum Flow Ratios 0.57 Lost Time/Cycle 15.00 Critical v/c Ratio 0.65 Lane Group Capacity, Control Delay,>a11 nd LOS Determination EB WB NB SB Lane Group L TR LTR TR LTR Adjusted Flow Rate 437 365 246 653 787 Lane Group Capacity 487 906 525 1554 1417 vlc Ratio 0.90 10.40 0.47 0.42 0.56 Green Ratio 0.28 0.28 0.16 0.44 0.44 Uniform Delay di 41.9 35.5 45.9 23.0 24.8 'elay Factor k 0.42 0.11 0.11 0.50 0.50 incremental Delay d2 19.2 0.3 0.7 0.8 1.6 71F Factor 1.000 11.000 1 11.000 1 11.000 1 11.000 control Delay 61.0 35.8 46.6 23.8 26.4 Lane Group LOS E D D C C Approach Delay 49.5 46.6 23.8 26.4 Approach LOS D D C C Intersection Delay 35.2 Intersection LOS D Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 12:56 PM TWO-WAY STOP CONTROL SUMMARY General nform�ation : Site Information `�: Analyst LSB Agency/Co. Cathy Sweetapp/e & Associates Date Performed 11/8/2008 Analysis Time Period Pre-Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 12 Ave/NW 3 St Miami-Dade Exisitng - 2008 Project Description Marlins Stadium East/West Street: NW 3 Street North/South Street: NW 12 Avenue Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and;�A� usfinen#s _. x,.: ,, i., . _ , Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 25 545 54 66 540 26 Peak-Hour Factor, PHF 0.89 0.89 0.89 0.84 0.84 0.84 Hourly Flow Rate, HFR 25 veh/h 32 46 0 0 0 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R glume veh/h) 21 27 38 Peak-Hour Factor, PHF 0.82 0.82 0.82 0.79 0.85 0.85 Hourly Flow Rate, HFR 78 veh/h 642 30 28 612 60 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR D',�la ., Giueue Len th,arad eyel:of Service ,_�:._ Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LTR v (veh/h) 28 78 103 C (m) (veh/h) 915 915 191 V/c 0.03 0.09 0.54 95% queue length 0.09 0.28 2.80 Control Delay (s/veh) 9.1 9.3 44.0 LOS A A E Approach Delay (s/veh) -- -- 44.0 Approach LOS -- -- E yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 71/8/2008 6:12 PM FULL REPORT Grade = 0 0 1 0 Grade= 0 -- i Ili --�-- Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour 0 Sh m Nath km =T 0 -R 3 =L 1 = TR LT L R 'f Grade = 0 = LIK 2 1 EB General nformat�on . :; ,,,, NB Site, Information LT Analyst LSB Cathy Sweetapple & RT Intersection NW 12 Ave/Flagler St Agency or Co. Associates LT Area Type All other areas Date Performed 11/8/2008 TH Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM 29 Analysis Year Existing - 2008 Irtersecfon .Geomet_ ., , , :. ' - 0 2 377 Grade = 0 0 1 0 Grade= 0 -- i Ili --�-- Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour 0 Sh m Nath km =T 0 -R 3 =L 1 = TR LT L R 'f Grade = 0 = LIK 2 1 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 0 30 29 116 926 145 573 51 377 114 2 2 2 2 2 2 2 2 2 2 0.62 0:62 0.62 0.78 0.78 0.78 0.87 0.87 0.86 0.86 P P P A A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 100 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N N N Bus Stops/Hour -1 1 0 0 0 I 01 0 1 0 ?edestrian Timing 3.2 3.2 3.2 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET EW Perm 02 03 04 Thru & RT 06 07 08 Timing G= 65.0 G= G= G= G= 47.0 G= G= G= TH Y= 4 Y= Y= Y= Y= 4 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 926 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Genera �ntormation _, r Project Description Marlins Stadium Volume Ad�Ustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 0 30 29 116 926 145 573 51 377 114 PHF 0.62 0.62 0.62 0.78 0.78 0.78 0.87 0.87 0.86 0.86 Adjusted Flow Rate 0 48 47 149 1187 58 659 59 438 133 Lane Group LTR L TR T R TR adjusted Flow Rate 95 149 1245 659 59 571 Proportion of LT or RT 0.000 -- 0.495 0.000 -- 0.047 0.000 -- 0.000 0.000 -- 0.233 Saturation Flow Rate - Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 0 1 0 1 3 0 2 1 2 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHV . . 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 0.908 0.952 1.000 0.952 f 1.000 -- 0.683 1.000 -- 1.000 - 1.000 Secondary fLT ^.T 10.933 I I 10.993 I I -- 1 1. 000 10.850 I 10.965 fLpb General Information 1.000 Capacity Ana.'lysis ., � -. 1.000 1.000 WB .1.000 SB Lane Group 1.000 fRPb -- 1.000 -- 1.000 -- 1,000 1,000 -- 1.000 149 1245 1738 1272 5039 571 3547 1583 3423 Adjusted Satflow 5039 3547 1583 3423 pst Time 2.0 Secondary Adjusted Satflow 2.0 -- 2.0 2.0 -- 2.0 -- 0.54 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Stadium Capacity Ana.'lysis ., � -. EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 95 149 1245 659 59 571 Satflow Rate 1738 1272 5039 3547 1583 3423 pst Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.54 0.54 0.54 0.39 0.39 0.39 Lane Group Capacity 941 689 2729 1389 620 1341 v/c Ratio 0.10 0.22 0.46 0.47 0.10 0.43 Flow Ratio 0.05 0.12 0.25 1 0.19 0.04 1 0.17 Critical Lane Group N N Y Y N N Sum Flow Ratios 0.43 Lost Time/Cycle 8.00 Critical v/c Ratio 0.46 Lane Group Capacty,`Control ,Delay, :and LOS Determination EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 95 149 1245 659 59 571 Lane Group Capacity 941 689 2729 1389 620 1341 v/c Ratio . 0.10 0.22 0.46 0.47 0.10 0.43 Green Ratio 0.54 0.54 0.54 0.39 0.39 0.39 niform Delay di 13.3 14.3 16.7 27.3 23.1 26.6 Delay Factor k 0.50 0.11 0.11 0.50 0.50 0.50 " ncremental Delay d2 0.2 0.2 0.1 1.2 0.3 1.0 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 13.5 14.4 16.9 28.4 23.4 27.6 Lane Group LOS 8 8 8 C C C Approach Delay 13.5 16.6 28.0 27.6 Approach LOS 8 8 C C Intersection Delay 21.7 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 12:55 PM yena,rai intormation Analyst LSB Agency or Co. Cathy Sweetapple & Associates Date Performed 11/8/2008 Time Period Pre -Game 6 - 7 PM Intersection Geometry; _, Grade = 0 2 1 1 3 0 FULL REPORT Volume and TimhIg In ut Site lnforrriation WB NB Intersection SW 12 Ave/SW 1 St TH Area Type All other areas TH Jurisdiction Miami -Dade TH Analysis Year Existing - 2008 Grade= 0 rtj;...� 7 ._�....L_ _... U 5fiaa NoM krraw =T =R =L T R LT L R Grade = 0 LTR 2 1 Volume and TimhIg In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 240 637 164 437 65 107 376 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.91 0.91 0.91 0.86 0.86 0.79 0.79 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N 'arking/Hour Bus Stops/Hour 0 0 0 0 0 0 -; ?edestrian Timing 3.2 3.2 3.2 EB Only 02 03 04 SB Only NS Perm 07 08 Timing G= 65.0 G= G= G= G= 13.0 G= 31.0 G= G= Y= 4 Y= Y= Y= Y= 3 Y= 4 Y= Y= Duration of Analvsis Mrs) = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information 4 :: _ � 7 - Project Description Marlins Stadium V;olume:Ard�Ustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 240 637 164 437 65 107 376 PHF 0.91 0.91 0.91 0.86 0.86 0.79 0.79 Adjusted Flow Rate 264 700 180 508 76 135 476 Lane Group L TR T R L T idjusted Flow Rate 264 880 508 76 135 476 Proportion of LT or RT 0.000 -- 0.205 -- 0.000 -- 0.000 0.000 -- 10.000 Saturation FIoW Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 0 2 1 1 2 f w 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 fLu 1.000 0.908 0.952 1.000 1.000 0.952 f T 0.950 1.000 -- -- 1.000 0.950 1.000 -- Secondary fLT 0.253 -_ -� I _- I 0.969 kT I I __ I I I _ 11.000 10.850 I 11.000 fLpb 1.000 1.000 Capacity Analysis EB WB NB 1.000 Lane Group 1.000 1.000 1.000 T R L T 1.000 1.000 264 1.000 1770 4918 508 76 135 476 3547 1583 1770 3547 Adjusted Satflow 3547 1583 1770 3547 ost Time 2.0 2.0 Secondary Adjusted Satflow -- 2.0 2.0 -- 2.0 -- 472 0.54 -- CAPACITY AND LOS WORKSHEET General, Information Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 264 880 508 76 135 476 Satflow Rate 1770 4918 3547 1583 1770 3547 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.54 0.54 10.26 0.26 0.39 0.39 Lane Group Capacity 959 2664 916 409 326 1389 v/c Ratio 0.28 0.33 0.55 0.19 0.41 0.34 Flow Ratio 0.15 0.18 0.14 0.05 0.08 0.13 Critical Lane Group N y y N y N Sum Flow Ratios 0.40 Lost Time/Cycle 12.00 Critical v/c Ratio 0.44 Lane 'Group Capacity, Confro( Delay, and .LOS Determination EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 264 880 508 76 135 476 Lane Group Capacity 959 2664 916 409 326 1389 v/c Ratio 0.28 0.33 0.55 0.19 0.41 0.34 Green Ratio 0.54 0.54 0.26 0.26 0.39 0.39 Uniform Delay d, 14.8 15.4 38.5 34.7 25.2 25.6 `elay Factor k 0.11 0.11 0.50 0.50 0.11 0.50 incremental Delay d2 0.2 0.1 2.4 1.0 0.9 0.7 I.OF Factor 1.000 11.000 1 11.000 11.000 1.000 11.000 control Delay 15.0 15.4 40.9 35.7 26.1 26.3 Lane Group LOS 8 8 D D C C Approach Delay 15.3 40.3 26.3 Approach LOS 8 D C Intersection Delay 24.4 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/8/2008 6:04 PM Existing 2008 Peak - Pre -Game r Post -Game Peak Hour — 9 • No. Intersection Locations Pre -Game Peak Post -Game Peak 1 NW 17 Ave at NW South River Dr 6 to 7 PM 9:30-10:30 PM 2 NW 17 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 3 NW 17 Ave at NW 3 St 6 to 7 PM Not included 4 NW 17 Ave at W. Fla ler St 6 to 7 PM 9:30-10:30 PM 5 SW 17 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM 6 NW 14 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 7 NW 15 Ave at W. Fla ler St 6 to 7 PM Not included 8 NW 12 Ave at NW 14 St -6 to 7 PM Not included 9 NW 12 Ave at SR 836 WS Off Ramp 6 to 7 PM Not included 10 NW 12 Ave at NW 11 St 6 to 7 PM 9:30-10:30 PM 11 NW 12 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 12 NW 12 Ave at NW 3 St 6 to 7 PM Not Included 13 NW 12 Ave at W. Flag ler St 6 to 7 PM 9:30-10:30 PM 14 SW 12 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM FULL REPORT Generai-lnform.atron, .=_ - $ite Information, Analyst LSB Intersection NW 17 Ave/NW South River Agency or Co. Cathy Sweetapple & Dr Associates Area Type All other areas Date Performed 11/9/2008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Existing - 2008 Iraterse�t[on Geomet - Grade = 0 ' J- 2 II rt- Grade = 0 Rwij North Arrow =T - - F-- - A---�- STI -R y-- ° 1J- - -I T R Grade = 0 - -� - -�- � - � = LT _� t ? = LR Grade = 0 = L T R Volume anduMr Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 18 30 4 2 23 285 510 16 % Heavy Veh 2 2 2 2 2 2 2 2 PHF 0.56 0.56 0.80 0.80 0.87 0.87 0.82 0.82 Actuated (P/A) A A A A A P P P Startup Lost Time 2.0 2.0 2.0 2,0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N arking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 -� :?edestrian Timing 3.2 3.2 3.2 3.2 EW Perm 02 03 04 NS Perm 06 07 08 Timing G= 15.0 G= G= I G= G= 35.0 G= G= G= Y= 5 Y= Y= IY= IY= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 60.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General lnformat�oln r Project Description Marlins Stadium Volume;-Ac�ustrr`t�nt . � h EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 18 30 4 2 23 285 510 16 PHF 0.56 0.56 0.80 0.80 0.87 0.87 0.82 0.82 Adjusted Flow Rate 32 54 5 2 26 '328 622 20 Lane Group LR L T L T T R ,rdjusted Flow Rate 86 5 2 26 328 622 20 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 0 0 1 1 1 1 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 . 0.980 . fs 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 0.952 1.000 f T 0.906 _ 0.950 1.000 - 0.410 1.000 _- 1.000 _ 6econdary fLT f AT I -- 10.915 I I -- 11.000 I I -- 11.000 I I -- 11.000 10.850 I fLpb Gene>rallnformation � � � g ` 1.000 Capacity Analysis .: 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 fRPb -- 1.000 L -- 1.000 -- 1.000 Adjusted Flow Rate -- 1.000 1.000 Adjusted Satflow 2 1544 26 1770 1863 764 1863 Satflow Rate 3547 1583 Secondary Adjusted Satflow 1863 -- 1863 -- 3547 1583 -- 2.0 -- CAPACITY AND LOS WORKSHEET Gene>rallnformation � � � g ` Project Description Marlins Stadium Capacity Analysis .: EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 86 5 2 26 328 622 20 Satflow Rate 1544 1770 1863 764 1863 3547 1583 Pst Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.25 0.25 0.25 0.58 0.58 0.58 0.58 Lane Group Capacity 386 443 466 446 1087 2069 923 v/c Ratio 0.22 0.01 0.00 0.06 0.30 0.30 0.02 Flow Ratio 0.06 0.00 0.00 1 0.03 10. 18 0.18 0.01 Critical Lane Group Y N N I N Y N N Sum Flow Ratios 0.23 Lost Time/Cycle 10.00 Critical v/c Ratio 0.28 Lame GlroupttCapacty, Cont�ol`Delay,,and LOS Deterrn�na'tiol fi EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 86 5 2 26 328 622 20 Lane Group Capacity 386 443 466 446 1087 2069 923 v/c Ratio 0.22 0.01 0.00 0.06 0.30 0.30 0.02 Green Ratio 0.25 0.25 0.25 0.58 0.58 0.58 0.58 Uniform Delay di 17.9 16.9 16.9 5.4 6.3 6.3 5.3 `play Factor k 0.11 0.11 0.11 0.11 0.50 0.50 0.50 incremental Delay d2 0.3 0.0 0.0 0.1 0.7 0.4 0.0 ?F Factor 1.000 1 1.000 11.000 1 1.000 11.000 1 11.000 11.000 .;ontrol Delay 18.2 16.9 16.9 5.4 7.0 6.7 5.3 Lane Group LOS B B B A I A A A Approach Delay 18.2 16.9 6.9 6.6 Approach LOS B B A A Intersection Delay 7.7 Intersection LOS A Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/9/2008 2:33 PM General=_Information Analyst LSB Agency or Co. Cathy Sweetapple & Associates Date Performed 111912008 Time Period Post -Game 9:30 : 10:30 PM Grade = 0 1 2 0 FULL REPORT llTii Site Information _.F. Intersection NW 17 Ave/NW 7 St NB Area Type All other areas TH Jurisdiction Miami -Dade TH Analysis Year Existing - 2008 TH RT 0 3 1 0 (±) Sm Nadi► Maw =T 0 -R 2 =L 1 = TR Grade= 0 7 = LT t = LR Grade = 0 llTii Volume:and Timm '"°In` ut _.F. 7 = LT t = LR Grade = 0 t . L3 us Stops/Hour 10 10 I 10 10 I 10 10 I 10 10 LTR 1 3 0 Volume:and Timm '"°In` ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 62 282 107 30 98 52 109 298 37 76 162 26 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.83 0.83 0.83 0.65 0.65 0.65 0.86 0.86 0.86 0.82 0.82 0.82 Actuated (PIA) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N 'narking/Hour t . L3 us Stops/Hour 10 10 I 10 10 I 10 10 I 10 10 7edestrian Timing 3.2 3.2 3.2 3.2 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 5.0 G= 28.0 G= G= G= 5.0 G= 21.0 G= G= Y= 3 Y= 5 Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analysis_(hrs) = 0.25 Cvcle Length C = 75.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET ,General Informat(on t Project Description Marlins Stadium Volume A0.4 f-, EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 62 282 107 30 98 52 109 298 37 76 162 26 PHF 0.83 0.83 0.83 0.65 0.65 0.65 0.86 0.86 0.86 0.82 0.82 0.82 Adjusted Flow Rate 75 340 129 46 151 80 127 347 43 93 198 32 Lane Group L TR L TR L TR L TR ldjusted Flow Rate 75 469 46 231 127 390 93 230 Proportion of LT or RT 0.000 -- 0.275 0.000 -- 0.346 0.000 -- 0.110 0.000 -- 0.139 -114 ;Saturation Flouv Rate. _ ' Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 3 0 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1.000 0.908 1.000 0.908 f T 0.950 1.000 0.950 1.000 0.950 1.000 0.950 1.000 -- Secondary fLT 0.541 0.541 0.367 - 0.536 - 0.413 -- -- 10.959 I I __ I0.948 I I -- I0.983 I I __ I0.979 fLpb 1.000 1.000 Capacity Analysis 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 1.000 fRPb -- 1.000 L -- 1.000 L -- 1.000 Adjusted Flow Rate -- 1.000 Adjusted Satflow 1770 3400 127 1770 3362 93 1770 4990 Satflow Rate 1770 4968 Secondary Adjusted Satflow 1009 1841 684 -- 998 -- 769 2.0 -- CAPACITY AND LOS WORKSHEET General informat10, Y Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 75 469 46 231 127 390 93 230 Satflow Rate 1770 3400 1770 3362 1770 4990 1770 4968 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.48 0.37 0.48 0.37 0.39 0.28 0.39 0.28 Lane Group Capacity 535 1269 401 1255 437 1397 364 1391 We Ratio 0.14 0.37 0.11 0.18 0.29 0.28 0.26 0.17 Flow Ratio 0.04 10.114 1 0.03 10.07 1 0.07 0.08 0.05 0.05 Critical Lane Group Y Y N N Y Y N N Sum Flow Ratios 0.33 Lost Time/Cycle 20.00 Critical v/c Ratio 0.44 Lane Grou Ca aci ControltDe�a }, andEi_OS Determination EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 75 469 46 231 127 390 93 230 Lane Group Capacity 535 1269 401 1255 437 1397 364 1391 We Ratio 0.14 0.37 0.11 0.18 0.29 0.28 0.26 0.17 Green Ratio 0.48 0.37 0.48 0.37 0.39 0.28 0.39 0.28 Uniform Delay di 10.7 17.1 10.8 15.8 15.3 21.1 15.0 20.4 -1elay Factor k 0.11 0.11 0.11 0.11 0.11 0.50 0.11 0.50 incremental Delay d2 0.1 0.2 0.1 0.1 0.4 0.5 0.4 0.3 `:?F Factor 1.000 11.000 1 1.000 1.000 1 1.000 11.000 1 1.000 11.000 control Delay 10.8 17.3 10.9 15.9 15.6 21.6 15.4 20.6 Lane Group LOS B B 8 B B C B C Approach Delay 16.4 15.1 20.1 19.1 Approach LOS 8 8 C 8 Intersection Delay 17.9 Intersection LOS B Copyright© 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/9/2008 2:32 PM Grade = 0 Show North krow t =T A- i 3 K L �4r� 1 = TR Grade = - Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) -'arkina/Hour bus Stops/Hour LT LR Grade = 0 ' = LTR 2 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 66 356 110 75 320 238 66 2 2 2 2 2 2 2 0.92 .0.92 0.92. 0.79 0.79 0.88 0.88 A A A A P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N I N N N N N 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 0 1 0 1 0 1 0 1 0 1 1 1 0 1 0 '_ ''edestrian Timing 3.2 WB Only 02 03 04 NB Onl Timing G = 46.0 G = G = G = G = 9.0 Y= 5 Y= Y= Y= Y= 5 Duration of Analvsis (hrs) = 0.25 3.2 ( 3.2 NS Perm 07 08 G= 20.0 G= G= Y= 5 Y= Y= Cvcle Lenath C = 90.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Genera`I Inforiin`ation r x `rf Project Description Marlins Stadium Volume°Adausfinent y - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 66 356 110 75 320 238 66 PHF 0.92 0.92 0.92 0.79 0.79 0.88 0.88 Adjusted Flow Rate 72 387 120 95 405 270 75 Lane Group L T R L T T R )djusted Flow Rate 72 387 120 95 405 270 75 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv . . 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 1.000 1.000 0.952 0.952 1.000 0.950 1.000 -- 0.950 1.000 - 1.000 -- Secondary fLT __ __ 0.445 _ - ,kT __ __ 1.000 10.850 -- 11.000 -- 1.000 0.850 fLpb Genel`rallnformat�on Project Description Marlins Stadium 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 fRPb -- R L -- 1.000 1.000 -- 1.000 Adjusted Flow Rate -- 1.000 1.000 Adjusted Satflow 387 120 95 1770 5074 1583 1770 3547 Satflow Rate 3547 1583 Secondary Adjusted Satflow 5074 1583 -- 3547 -- 830 1583 -- -- CAPACITY AND LOS WORKSHEET Genel`rallnformat�on Project Description Marlins Stadium EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 72 387 120 95 405 270 75 Satflow Rate 1770 5074 1583 1770 3547 3547 1583 ost Time 2.0 2.0 2.0 2.0 12.0 2.0 12.0 Green Ratio 0.51 0.51 0.51 0.38 0.38 0.22 0.22 Lane Group Capacity 905 2593 809 408 1340 788 352 v/c Ratio 0.08 0.15 0.15 0.23 0.30 0.34 0.21 Flow Ratio 0.04 0.08 0.08 0.05 0.11 0.08 0.05 Critical Lane Group N y N y N Y N Sum Flow Ratios 0.21 Lost Time/Cycle 15.00 Critical v/c Ratio 0.25 ane4Grou� Capacity, Cointrol Djelay, and LOS DetermYnat�on EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 72 387 120 95 405 270 75 Lane Group Capacity 905 2593 809 408 1340 788 352 v/c Ratio 0.08 0.15 0.15 0.23 0.30 0.34 0.21 Green Ratio 0.51 0.51 0.51 0.38 0.38 0.22 0.22 Uniform Delay d, 11.2 11.6 11.6 18.6 19.7 29.5 28.6 delay Factor k 0.11 0.11 0.11 0.11 0.50 0.50 0.50 incremental Delay dZ 0.0 0.0 0.1 0.3 0.6 1.2 1.4 ?F Factor 1.000 1.000 11.000 1.000 11.000 1 11.000 11.000 control Delay 11.2 11.7 11.7 18.9 20.2 30.7 130.0 Lane Group LOS B B B B C C C Approach Delay 11.6 20.0 30.5 Approach LOS B B C Intersection Delay 19.1 Intersection LOS B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/9/2008 2:32 PM FI 111 PI=Pf1RT it) ~: '. Site Information 40.0n _ ... . Analyst LSB Cathy Sweetapple & Intersection SW 17 Ave/SW 1 St Agency or Co. Associates Area Type All other areas Date Performed 11/9/2008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Existing - 2008 Ln'tersecto�h Geomet .: Grade = 0 I2 1 - J - Grade = - - - -- SbDW North Anow -,'r-,--I-- I-- I -^- �--- - 3 I TR Grade= 0 -.L ; _:� .T... -}_...-.t._ = L LR Grade = 0 LTR 2 0 Volume andTlrnjng In. ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 125 528 129 347 45 89 259 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.71 0.71 0.71 0.82 0.82 0.86 0.86 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N -'arking/Hour bus Stops/Hour 0 0 0 0 0 0 '?edestrian Timing 1 3.2 1 1 3.2 1 3.2 EB Only 02 03 04 NS Perm SB Only 07 08 Timing G= 35.0 G= G= G= G= 29.0 G= 10.0 G= G= Y= 5 Y= Y= Y= Y= 6 Y= 5 Y= Y= Duration of Analvsis (hrs) = 0.25 Cvcle Lenath C = 90.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET x General. �nformatio Project Description Marlins Stadium VolumeAdj�ustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 125 528 129 347 45 89 259 PHF 0.71 0.71 0.71 0.82 0.82 0.86 0.86 Adjusted Flow Rate 176 744 182 423 55 103 301 Lane Group L T R TR L T adjusted Flow Rate 176 744 182 478 103 301 Proportion of LT or RT 0.000 1 -- 0.000 1 -- 0.000 1 -- 0.115 1 0. OjJ7 1 0.000 Saturation Flow Rate - Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 2 0 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980.. 0. 960 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 1.000 0.952 1.000 0.952 f T 0.950 1.000 _ 1.000 0.950 1.000 6econdary fLT __ __ __ 0.398 _- I -- I1.000 10.850 1 0.983 1 1 11.000 1 IRT I f Lpb 1.000 1.000 #paqny,,Analysis; EB WB NB 1.000 Lane Group 1.000 1.000 R fRpb -- 1.000 1.000 TR L T 1,000 Adjusted Flow Rate -- 1.000 182 Adjusted Satflow 1770 5074 1583 478 103 301 3485 Satflow Rate 1770 3547 1583 Secondary Adjusted Satflow -- 3485 1770 3547 .'Est Time 742 2.0 2.0 CAPACITY AND LOS WORKSHEET General lnformat�an z" -s- Project Description Marlins Stadium #paqny,,Analysis; EB WB NB SB Lane Group L T R TR L T Adjusted Flow Rate 176 744 182 478 103 301 Satflow Rate 1770 5074 1583 3485 1770 3547 .'Est Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.39 0.39 0.39 0.32 0.50 0.50 Lane Group Capacity 688 1973 616 1123 554 1774 v/c Ratio 0.26 0.38 0.30 0.43 0.19 0.17 Flow Ratio 0.10 0.15 0.11 0.14 0.00 0,08 Critical Lane Group N y N N y N Sum Flow Ratios 0.29 Lost Time/Cycle 10.00 Critical v/c Ratio 0.32 carie Grou Ca p, p0tv ""-ft-F13- . . .. . .. .... e �O B-9 t EB WB NB SIB Lane Group L T R TR L T Adjusted Flow Rate 176 744 182 478 103 301 Lane Group Capacity 688 1973 616 1123 554 1774 v/c Ratio 0.26 0.38 0.30 0.43 0.19 0.17 Green Ratio 0.39 10.39 0.39 10.32 0.50 0.50 Uniform Delay di 18.7 19.7 19.0 24.0 15.6 12.3 relay Factor k 0.11 0.11 0.11 0.50 0.11 0.50 incremental Delay d2 0.2 0.1 0.3 1.2 0.2 0.2 OF Factor 1.000 11.000 11.000 1 1 11.000 1 1.000 11.000 control Delay 18.9 19.8 19.3 25.1 15.8 12.5 Lane Group LOS B B B C B B Approach Delay 19.6 25.1 13.3 Approach LOS B C B Intersection Delay 19.6 Intersection LOS B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/9/2008 2:35 PM Grade = 2 0 Grade = 0 0 Shah North Moth T =R 2 '+' =L TR LT = LR Grade = 0 = L T R 9 9 VolumeandTimtn 'In. `:ut_. SB EB WB LT TH 44. 0 Shah North Moth T =R 2 '+' =L TR LT = LR Grade = 0 = L T R 9 9 VolumeandTimtn 'In. `:ut_. SB EB WB LT TH RT LT TH RT Volume (vph) 383 21 10 240 2 % Heavy Veh 2 2 2 2 PHF 0.88 0.88 0.88 0.88 Actuated (P/A) 2.0 P P P P Startup Lost Time 2.0 2.0 2.0 3 Extension of Effective Green 3 2.0 2.0 2.0 Arrival Type 3 3 3 0 Unit Extension 3.0 12.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 Lane Width 12.0 12.0 12.0 Parking (Y or N) N N N N -arking/Hour dus Stops/Hour I 1 0 1 1 0 1 0 1 1 0 1 1 0 NB SB LT TH RT LT TH RT 9 4 2 2 0.75 0.75 A A 2.0 2.0 2.0 2.0 3 3 3.0 3.0 0 0 0 12.0 12.0 N N dus Stops/Hour I 1 0 1 1 0 1 0 1 1 0 1 1 0 ':•?edestrian Timing 3.2 3.2 3.2 EW Perm 02 03 04 NB Only 06 07 08 Timing G= 20.0 G= G= G= G= 15.0 G= G= G= Y= 5 Y= Y= 1Y= IY= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Lenqth C = 45.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET general lnfolrmOil. Project Description Marlins Stadium Volume Ad)ustment . EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 383 21 10 240 9 4 PHF 0.88 0.88 0.88 0.88 0.75 0.75 Adjusted Flow Rate 435 24 11 273 12 5 Lane Group TR L T L R 1djusted Flow Rate 459 11 273 12 5 Proportion of LT or RT 0.000 -- 0.052 0.000 -- 0.000 -- -- Siturat on. Flow Rate _ Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 2 0 1 2 1 1 fw 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 fs 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 fob 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 0.952 1.000 0.952 1.000 1.000 f T 1.000 0.488 1.000 - 0.950 -- Secondary fLT RT -- 10.992 I 1 __ 11.000 I 1 -- 1 10.850 I __ fLpb General Information 1.000 Capacity Analysis 1.000 1.000 WB 1.000 SB Lane Group TR fRPb -- 1.000 L -- 1.000 -- 1.000 -- 459 Adjusted Satflow 273 3519 12 909 3547 1770 1583 3519 Secondary Adjusted Satflow 3547 -- 1583 -- -- 2.0 CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Stadium Capacity Analysis EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 459 11 273 12 5 Satflow Rate 3519 909 3547 1770 1583 'pst Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.44 0.44 0.44 0.33 0.33 Lane Group Capacity 1564 404 1576 590 528 v/c Ratio 0.29 0.03 0.17 0.02 0.01 Flow Ratio 0.13 0.01 0.08 0.01 0.00 Critical Lane Group Y N N Y N Sum Flow Ratios 0.14 Lost Time/Cycle 10.00 Critical v/c Ratio 0.18 Lane Group Capac%ty� Control_De�a�, ar�d LOS Determ�nat�on' EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 459 11 273 12 5 Lane Group Capacity 1564 404 1576 590 528 v/c Ratio 0.29 0.03 0.17 0.02 0.01 Green Ratio 0.44 0.44 0.44 0.33 0.33 Uniform Delay d, 8.0 7.0 7.5 10.1 10.0 �elay Factor k 0.50 0.50 0.50 0.11 0.11 incremental Delay d2 0.5 0.1 0.2 0.0 0.0 '?F Factor 11.000 1 1.000 1.000 1 1.000 1 11.000 ,;ontrol Delay 8.5 7.2 7.8 10.1 10.0 Lane Group LOS A A A 8 8 Approach Delay 8.5 7.7 10.1 Approach LOS A A 8, Intersection Delay 8.2 Intersection LOS A Copyright© 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 1:03 PM Grade = 0 (D Show Nath Amw =T -R =L 2 =TR -t =LT _.i._ + Grade = 0 LTR 2 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 86 78 444 99 43 256 2 2 2 2 2 2 0.72 0:72 0.83 0.83 0.95 0.95 A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 N I N N I N I N N FULL REPORT General l�forrriation Site :Information ' `. Analyst LSB Cathy Sweetapple & Intersection NW 12 Ave/NW 11 St Agency or Co. Associates JJ Area Type All other areas Date Performed 11/9/2008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Existing - 2008 Intersection Geometry:. Grade = 0 2 0 Grade = 0 (D Show Nath Amw =T -R =L 2 =TR -t =LT _.i._ + Grade = 0 LTR 2 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 86 78 444 99 43 256 2 2 2 2 2 2 0.72 0:72 0.83 0.83 0.95 0.95 A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 N I N N I N I N N Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) -'arking/Hour Bus Stops/Hour 0 1 1 0 1 1 0 JJ W +. Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) -'arking/Hour Bus Stops/Hour 0 1 1 0 1 1 0 'edestrian Timinq 3.2 I 32 I 19 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET WB Only 02 03 04 NS Perm 06 07 08 Timing G= 10.0 G= G= G= G= 61.0 G= G= G= LT Y= 5 Y= Y= I Y= IY= 4 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 80.0 TH VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Ger�era`I I nformat�on Project Description Marlins Stadium Volume Ad�ustm�nt = } EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 86 78 444 99 43 256 PHF 0.72 0.72 0.83 0.83 0.95 0.95 Adjusted Flow Rate 119 108 535 119 45 269 Lane Group L R TR LT idjusted Flow Rate 119 108 654 314 Proportion of LT or RT -- -- 0.000 -- 0.182 0.143 -- 0.000 S'atura'tion Flow Rate; .. Base Satflow 1900 1900 1900 1900 Number of Lanes 2 1 2 0 0 2 fw 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 f9 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 fa 1.000 1.000 1.000 1.000 feu 0.971 1.000 0.952 0.952 0.950 1.000 0.828 Secondary fLT CAPACITY AND LOS WORKSHEET General 1 'formatI n Project Description Marlins Stadium 77-7 u Capaciy Ar�alys�s. _ EB 0.850 NB 0.973 Lane Group 1.000 L R TR LT Adjusted Flow Rate fLpb 108 1.000 314 1.000 Satflow Rate 1.000 3437 1583 3450 1.000 2937 1.000 ost Time 1.000 Adjusted Satflow 12.0 3437 1583 3450 Green Ratio 2937 Secondary Adjusted Satflow 0.13 -- 0.76 -- 0.76 -- -- CAPACITY AND LOS WORKSHEET General 1 'formatI n Project Description Marlins Stadium 77-7 u Capaciy Ar�alys�s. _ EB WB NB SB Lane Group L R TR LT Adjusted Flow Rate 119 108 654 314 Satflow Rate 3437 1583 3450 2937 ost Time 2.0 12.0 12.0 12.0 Green Ratio 0.13 0.13 0.76 0.76 Lane Group Capacity 430 198 2631 2239 v/c Ratio 10.28 0.55 0.25 0.14 Flow Ratio 0.03 0.07 1 0.19 1 10.11 Critical Lane Group N Y Y N Sum Flow Ratios 0.26 Lost Time/Cycle 9.00 Critical v/c Ratio 0.29 Lane G�pu�i�Capacty, C,oi�,�rol Dela�fana,LOS Y e>}ermmatipn P: EB WB NB SB Lane Group L R TR LT Adjusted Flow Rate 119 108 654 314 Lane Group Capacity 430 198 2631 2239 v/c Ratio 0.28 0.55 0.25 0.14 Green Ratio 0.13 0.13 0.76 0.76 Uniform Delay d, 31.7 32.9 2.8 2.5 delay Factor k 0.11 0.15 0.50 0.50 incremental Delay dz 0.4 3.1 0.2 0.1 ?F Factor 1.000 11.000 11.000 1 11.000 9 control Delay 32.1 36.0 3.0 2.7 Lane Group LOS C D A A Approach Delay 33.9 3.0 2.7 Approach LOS C A A Intersection Delay 8.8 Intersection LOS I A Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:02 PM FULL REPORT Gerieral information .. it 'Iti ormation Analyst LSB Intersection NW 12 Ave/NW 7 St Agency or Co. Cathy Sweetapple & Associates Area Type All other areas Date Performed 11/9/2008 Jurisdiction Analysis Year Miami -Dade Existing - 2008 Time Period Post -Game 9:30 - 10:30 PM Intersection,,G.,eomet. `-` •: °= w: Grade = 0 0 2 0 Grade = 0 SWiv North Maw T =T ° - -1-1 z I ._ z L Grade= 0 I i I �_�.i_ rt = LT _ ... L R Grade = 0 = L T R 2 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 224 86 72 4 71 33 233 1 0 187 123 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 PHF 0.88 0.88 0.88 0.90 0.90 0.90 0.83 0.83 0.80 0.80 0.80 Actuated (P/A) A A A A A A P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 Unit Extension 3.0 3.0 1 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N srking/Hour Bus Stops/Hour 0 0 0 0 0 ^?edestrian Timinq I 3.2 _g 9 I VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET WB Only EB Only 03 04 NS Perm 06 07 08 Timing G= 10.0 G= 29.0 G= G= G= 16.0 G= G= G= RT Y= 5 Y= 5 Y= Y= Y= 5 Y= I Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 70.0 86 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET 77e Gneral Ir�sformation Project Description Marlins Stadium Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 224 86 72 4 71 33 233 1 0 187 123 PHF 0.88 0.88 0.88 0.90 0.90 0.90 0.83 0.83 0.80 0.80 0.80 Adjusted Flow Rate 255 98 82 4 79 37 281 1 0 234 154 Lane Group L TR LTR TR LTR adjusted Flow Rate 255 180 120 282 388 Proportion of LT or RT 0.000 -- 0.456 0.033 -- 0.308 0.000 -- 0.004 0.000 -- 0.397 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 0 2 0 2 0 0 2 0 fw 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 f9 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 fa 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 0.952 0.952 0.952 f T 0.950 1.000 -- 0.998 -- 1.000 -- 1.000 -- Secondary fLT RT I0.932 I I I0.954 ( I _- I0.999 I I - I0.940 fLpb 1.000 1.000 CO" It Analysis .. 1.000 WB NB 1.000 Lane Group L 1.000 LTR 1.000 TR 1.000 LTR 1.000 Adjusted Flow Rate 255 1.000 Adjusted Satflow 1770 3304 282 3377 388 3545 Satflow Rate 1770 3336 Secondary Adjusted Satflow 3377 -- 3545 -- 3336 -- 2.0 2.0 -_ CAPACITY AND LOS WORKSHEET N General information '- Project Description Marlins Stadium CO" It Analysis .. EB WB NB SB Lane Group L TR LTR TR LTR Adjusted Flow Rate 255 180 120 282 388 Satflow Rate 1770 3304 3377 3545 3336 ost Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.41 0.41 0.14 0.23 10.23 Lane Group Capacity 733 1369 482 810 763 v/c Ratio 0.35 0.13 0.25 0.35 0.51 Flow Ratio 0.14 0.05 10.04 0.08 0.12 Critical Lane Group y N y N y Sum Flow Ratios 0.30 Lost Time/Cycle 15.00 Critical v/c Ratio 0.38 Lane Oroup Capacity, Control Delay, and LOS Delterminatior EB WB NB SB Lane Group L TR LTR TR LTR Adjusted Flow Rate 255 180 120 282 388 Lane Group Capacity 733 1369 482 810 763 v/c Ratio 0.35 0.13 0.25 0.35 10.51 Green Ratio 0.41 0.41 0.14 0.23. 0.23 Uniform Delay di 14.0 12.7 26.7 22.6 23.6 lelay Factor k 0.11 0.11 0.11 0.50 0.50 incremental Delay d2 0.3 0.0 0.3 1.2 2.4 i ?F Factor 1.000 11.000 11.000 1 11.000 11.000 ,,ontrol Delay 14.3 12.7 26.9 23.8 26.0 Lane Group LOS 8 8 C C C Approach Delay 13.7 26.9 23.8 26.0 Approach LOS 8 C C C Intersection Delay 21.2 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:02 PM Grade= 0 -- Grade = 0 Show North Arrow -..F- _t:L_ i _L I414-1 -- -14 T t_r = R i 0 --H �f s L -- = TR L T L R Grade = 0 = L T R 2 1 Volume_and,Tmin EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 0 16 4 44 301 56 280 27 161 31 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 PHF 0.48 0.48 0.48 0.89 0.89 0.89 0.85 0.85 0.87 0.87 Actuated (P/A) P P P A A A P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width . 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N arking/Hour i Bus Stops/Hour 0 1 1 0 1 0 0 1 0 1 1 0 '3edestrian Timing I3.2 I 3.2 I 3 2 I 3.2 EW Perm 02 03 04 Thru & RT 06 J07 08 Timing G= 55.0 G= G= G= G= 27.0 G= G= G= Y= 4 Y= Y= Y= Y= 4 Y= I Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 90.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General .,n 6. Project Description Marlins Stadium Volume Ad�tustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 0 16 4 44 301 56 280 27 161 31 PH F 0.48 0.48 0.48 0.89 0.89 0.89 0.85 0.85 0.87 0.87 Adjusted Flow Rate 0 33 8 49 338 63 329 32 185 36 Lane Group LTR L TR T R TR 1djusted Flow Rate 41 49 401 329 32 221 Proportion of LT or RT 0.000 -- 0.195 0.000 -- 0.157 0.000 -- 0.000 0.000 -- 0.163 Saturation FIoW Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 0 1 0 1 3 0 2 1 2 0 fW 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 f9 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 fa 1.000 1.000 1.000 1.000 1.000 1.000 fLu 1.000 1.000 0.908 0.952 1.000 0.952 f,.T 1.000 0.730 1.000 -_ 1.000 1.000 _ Secondary fLT `-`--'' RT I 0.974 I I _ 10.976 I I 11.000 10.850 I 10.976 ! : fLpb .General Information 1.000 Capacity Analysis . 1.000 1.000 WB NB 1.000 Lane Group 1.000 L TR 1.000 T 1.000 TR 1.000 1.000 1.000 fRpb 401 329 32 221 Satflow Rate 1814 1360 4955 1814 1360 4955 3460 3547 1583 3460 Adjusted Satflow 2.0 2.0 2.0 2.0 Green Ratio 0.61 Secondary Adjusted Satflow 0.61 -- 0.30 0.30 -- 0.30 -- 1109 -- CAPACITY AND LOS WORKSHEET .General Information Project Description Marlins Stadium Capacity Analysis . EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 41 49 401 329 32 221 Satflow Rate 1814 1360 4955 3547 1583 3460 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.61 0.61 0.61 0.30 0.30 0.30 Lane Group Capacity 1109 831 3028 1064 475 1038 v/c Ratio 0.04 0.06 0.13 10.31 0.07 0.21 Flow Ratio 10.02 0.04 0.08 0.09 0.02 10.06 Critical Lane Group N N y y N N Sum Flow Ratios 0.17 Lost Time/Cycle 8.00 Critical v/c Ratio 0.19 Lane Graup Capacity, con trol :Delay, and .L,'OSr DeterrriiW!oin EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 41 49 401 329 32 221 Lane Group Capacity 1109 831 3028 1064 475 1038 v/c Ratio 0.04 0.06 0.13 0.31 0.07 0.21 Green Ratio 0.61 0.61 0.61 0.30 0.30 0.30 Uniform Delay d, 7.0 7.1 7.4 24.3 22.5 23.6 relay Factor k 0.50 0.11 0.11 0.50 0.50 0.50 Incremental Delay d2 0.1 0.0 0.0 0.8 0.3 0.5 OF Factor 11.000 1 1.000 1.000 1 11.000 11.000 11.000 .ontrol Delay 7.0 7.1 7.4 25.1 22.8 24.0 Lane Group LOS A A A C C C Approach Delay 7.0 7.4 24.9 24.0 Approach LOS A A C C Intersection Delay 16.7 Intersection LOS 8 Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 1:01 PM 1 3 0 Grade= 0 Show North Arrow =T =R *r�=L =TR LT L R Grade = 0 = LIK 2 1 Volume;and Timjhg.1npqt, EB WB NB SB LT I TH RT LT TH RT LT TH RT LT TH RT Volume (vph) FULL REPORT 338 GeneralIII on .;" Site;+Infor�nat[on _.- Analyst LSB 180 Intersection SW 12 Ave/SW 1 St Cathy Sweetapple & Agency or Co. Area Type All other areas Associates 2 Jurisdiction Miami -Dade Date Performed 111912008 Analysis Year Existing - 2008 Time Period Post -Game 9:30 - 10:30 PM 2 PHF Intersection Geometry'; 0.89 0:89 2 1 Grade = 0 1 3 0 Grade= 0 Show North Arrow =T =R *r�=L =TR LT L R Grade = 0 = LIK 2 1 Volume;and Timjhg.1npqt, EB WB NB SB LT I TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 118 338 91 180 22 56 171 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.89 0.89 0:89 0.88 0.88 0.73 0.73 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N .larking/Hour dus Stops/Hour 10 0 1 1 1 1 0 0 1 0 1 0 -' .pedestrian Timing 3.2 3.2 3.2 EB Only 02 03 04 SB Only NS Perm 07 08 Timing G= 46.0 G= G= G= G= 11.0 G= 22.0 G= G= Y= 4 Y= Y= Y= Y= 3 Y= 4 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 90.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Iriformatwn Project Description Marlins Stadium 1%IumeAd�us0ment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 118 338 91 180 22 56 171 PHF 0.89 0.89 0.89 0.88 0.88 0.73 0.73 Adjusted Flow Rate 133 380 102 205 25 77 234 Lane Group L TR T R L T )djusted Flow Rate 133 482 205 25 77 234 Proportion of LT or RT 0.000 -- 0.212 -- 0.000 -- 0.000 0.000 -- 0.000 Saturation Flowftte Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 0 2 1 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 ' fHv• 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 0.952 1.000 1.000 0.952 f1.T 0.950 1.000 _ -- 1.000 -- 0.950 1.000 Secondary fLT __ __ 0.516 10.968 1 1 __ I 1 1 __ 11.000 10.850 1 _- 11.000 IT fLpb 1.000 1.000 Capacity Analysis " EB WB NB 1.000 Lane Group 1.000 1.000 fRPb -- 1.000 -- R L -- 1.000 1.000 -- 1.000 Adjusted Satflow 1770 4913 205 25 77 234 3547 1583 1770 3547 Secondary Adjusted Satflow -- 3547 1583 -- 3547 -- 960 2.0 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Stadium Capacity Analysis " EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 133 482 205 25 77 234 Satflow Rate 1770 4913 3547 1583 1770 3547 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.51 0.51 0.24 0.24 0.40 0.40 Lane Group Capacity 905 2511 867 387 483 1419 v/c Ratio 0.15 0.19 0.24 0.06 0.16 0.16 Flow Ratio 0.08 0.10 0.06 0.02 0.04 0.07 Critical Lane Group N Y Y N Y N Sum Flow Ratios 0.20 Lost Time/Cycle 12.00 Critical v/c Ratio 0.23 Lane Group rapacity, Control {Delay, anc� LOS Defermnatioll EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 133 482 205 25 77 234 Lane' Group Capacity 905 2511 867 387 483 1419 v/c Ratio 0.15 0.19 0.24 0.06 0.16 0.16 Green Ratio 0.51 0.51 0.24 0.24 0.40 0.40 Uniform Delay di 11.6 11.9 27.3 26.1 17,0 17.3 ')elay Factor k 0.11 0.11 0.50 0.50 0.11 0.50 incremental Delay d2 0.1 0.0 0.6 0.3 0.2 0.3 -'F Factor 11.000 11.000 1 11.000 11.000 1.000 11.000 control Delay 11.7 12.0 27.9 26.4 17.2 17.6 Lane Group LOS B B C C B B Approach Delay 11.9 27.7 17.5 Approach LOS B C B Intersection Delay 16.6 Intersection LOS B Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/9/2008 2:34 PM No. Intersection Locations Pre -Game Peak Post -Game Peak 1 NW 17 Ave at NW South River Dr 6 to 7 PM 9:30-10:30 PM 2 NW 17 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 3 NW 17 Ave at NW 3 St 6 to 7 PM Not included 4 NW 17 Ave at W. Fla ler St 6 to 7 PM 9:30-10:30 PM 5 SW 17 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM 6 NW 14 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 7 NW 15 Ave at W. Fla ler St 6 to 7 PM Not included 8 NW 12 Ave at NW 14 St 6 to 7 PM Not included 9 NW 12 Ave at SR 836 WB Off Ramp 6 to 7 PM Not included 10 NW 12 Ave at NW 11 St 6 to 7 PM 9:30-10:30 PM 11 NW 12 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 12 NW 12 Ave at NW 3 St 6 to 7 PM Not Included 13 NW 12 Ave at W. Fla ler St 6 to 7 PM 9:30-10:30 PM 14 SW 12 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM FULL REPORT Site,;l'lit ormation Intersection NW 17 Ave/NW South River Dr Area Type All other areas Jurisdiction Miami -Dade Analvsis Year Future Without Proiect 0 0 Grade = 0 Volume (vph) I L. -H -L 1 - EB WB NB SB LT TH % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Gree Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) arking/Hour 0 Show North Auras =T =R =L TR LT LR Grade = 0 = L T R 1 1 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 36 79 11 2 62 630 1291 51 2 2 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 A A A A A P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 n 2.0 2.0 2.0 2.0 2.0 2.0 2,0 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N N I I N I N N N N Bus Stops/Hour 10 1 1 0 0 1 1 0 0 1 1 0 1 0 1 7edestrian Timing I 3.2 I 3.2 I 3.2 I 3.2 EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 25.0 G= G= G= G= 10.0 G= 62.0 G= G= Y= 5 Y= Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analvsis (hrs) = 0.25 Cvcle Lenath C = 110.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Cyenera� Infornriation Project Description Marlins Ballpark "Volyme Ad�ustmen� EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 36 79 11 2 62 630 1291 51 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 38 83 12 2 65 663 1359 54 Lane Group LR L T L T T R djusted Flow Rate 121 12 2 65 663 1359 54 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 �Sa�urati.on, Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 0 0 1 1 1 1 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1,000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 0.952 1.000 f T 0.912 0,950 1.000 -- 0.950 1.000 -- 1.000 -- Secondary fLT __ _ 0.103 -- -'"tT I -- 0.907 I 1 11.000 I 1 __ 11.000 1 1 _ 11.000 10.850 fLpb WB 1.000 WB 1.000 1.000 LR 1.000 1.000 T 350 1.000 402 fRPb -- 1.000 2 -- 1.000 N -- 1.000 1770 -- 1.000 1.000 Adjusted Satflow 2.0 1542 2.0 1770 1863 Green Ratio 1770 1863 0.23 3547 1583 Secondary Adjusted Satflow 350 -- 402 423 -- 192 -- 0.03 -- CAPACITY AND LOS WORKSHEET G.,enerallnfolrmatio"n `_ Project Description Marlins Ballpark C;,apacity Analysis WB EB WB Lane Group T LR 1863 L T 350 Adjusted Flow Rate 402 121 0.35 12 2 0.00 Satflow Rate N 1542 0.23 1770 1863 33.1 )ost Time 0.11 2.0 0.11 2.0 2.0 Green Ratio 0.0 0.23 0.23 0.23 Lane Group Capacity 350 402 423 v/c Ratio 0.35 0.03 0.00 Flow Ratio 0.08 .0.01 0.00 Critical Lane Group y N N Sum Flow Ratios 0.50 Lost Time/Cycle 15.00 Critical v/c Ratio 0.58 Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio relay Factor k EB WB LR T L T 121 1863 12 2 350 0.68 402 423 0.35 0.52 0.03 0.00 0.23 N 0.23 0.23 35.6 i 33.1 32.9 0.11 ®® 0.11 0.11 0.6 0.0 0.0 NB L T 65 663 274 1270 0.24 0.52 0.68 0.68 11.3 8.6 0.11 0.50 0.4 1 1.5 NB L T 65 663 1770 1863 2.0 2.0 0.68 0.68 274 1270 0.24 0.52 0.04 0.36 y N NB L T 65 663 274 1270 0.24 0.52 0.68 0.68 11.3 8.6 0.11 0.50 0.4 1 1.5 SB T R 1359 54 MM 1999 10 0.68 0.06 0.56 0.56 i � t o 10.8 ®® SB T R 1359 54 1999 892 0.68 0.06 0.56 0.56 17.0 10.8 0.50 0.50 1.9 0.1 'ncremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 36.2 33.1 32.9 11.7 10.2 18.9 11.0 Lane Group LOS D C C B B B B Approach Delay 36.2 33.1 10.3 18.6 Approach LOS D C B B Intersection Delay 17.0 Intersection LOS B Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 1:53 PM FULL REPORT Alite I fta 1Jkjej,,, Analyst LSB 7- - Intersection NW 17 Ave/NW 7 St Agency or Co. Cathy Sweetapple & LT Area Type All other areas LT Associates RT Jurisdiction Miami -Dade Date Performed 1111112008 TH Analysis Year Future Without Project Time Period Pre -Game 6 - 7 PM 166 Ill 404 104 199 695 Grade = 0 0 3 1 610 105 1 2 0 Grade= 0 0 (:1 Shah Nash /crow T 0 R 2 L TR LT LR Grade = 0 .141-w LTR 1 3 0 n 50w!66 -;In lq(it� Volume ,00, 7- - _44-4-.. WB 4-1 0 (:1 Shah Nash /crow T 0 R 2 L TR LT LR Grade = 0 .141-w LTR 1 3 0 n 50w!66 -;In lq(it� Volume ,00, EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 137 624 166 Ill 404 104 199 695 127 167 610 105 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 12.0 2.0 1 2.0 2.0 2.0 2.0 - Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N -larking/Hour 6us Stops/Hour 0 0 0 0 0 0 0 0 --°. ?edestrian Timing 3.2 3.2 3.2 3.2 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 18.0 G= 36.0 G= G= G= 22.0 G= 28.0 G= G= Y= 3 IY= 5 Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cvcle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information ' Project Description Marlins Ballpark t Volume Ad�uistrtlent EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 137 624 166 111 404 104 199 695 127 167 610 105 PH F 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0, 95 0.95 Adjusted Flow Rate 144 657 175 117 425 109 209 732 134 176 642 111 Lane Group L TR L TR L TR L TR adjusted Flow Rate 144 832 117 534 209 866 176 753 Proportion of LT or RT 0.000 1 -- 0.210 0.000 1 -- 0.204 0.000 -- 0.155 0.000 -- 0.147 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 3 0 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1.000 0.908 1.000 0.908 fl T 0.950 1.000 0.950 1.000 0.950 1.000 0.950 1.000 Secondary fLT 0.273 0.273 0.105 - 0.163 0.129 ZT -- 10.968 1 1 -- 10.969 1 1 -- 10.977 1 1 -- 10.978 1 1 fLpb 1.000 1.000 Capacity Ainalysis 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 1.000 fRpb -- 1.000 L -- 1.000 L -- 1.000 Adjusted Flow Rate -- 1.000 Adjusted Satflow 1770 3435 209 1770 3438 176 1770 4956 Satflow Rate 1770 4962 Secondary Adjusted Satflow 509 939 -- 195 -- 304 -- 240 2.0 -- CAPACITY AND LOS WORKSHEET General Information -� Y Project Description Marlins Ballpark Capacity Ainalysis EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 144 832 117 534 209 866 176 753 Satflow Rate 1770 3435 1770 3438 1770 4956 1770 4962 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.47 0.30 0.47 0.30 0.44 0.23 0.44 0.23 Lane Group Capacity 431 1031 329 1031 404 1156 387 1158 v/c Ratio 0.33 0.81 0.36 0.52 0.52 0.75 0.45 0.65 Flow Ratio 0.08 0.24 0.07 0.16 0.12 0.17 1 0.10 0.15 Critical Lane Group Y Y N N Y Y N N Sum Flow Ratios 0.62 Lost Time/Cycle 20.00 Critical v/c Ratio 0.74 Lane Group Capac,tys Control Delay�:anc�°LQS Dete'rri�ination . . EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 144 832 117 534 209 866 176 753 Lane Group Capacity 431 1031 329 1031 404 1156 387 1158 v/c Ratio 0.33 0.81 0.36 0.52 0.52 0.75 0.45 0.65 Green Ratio 0.47 0.30 0.47 0.30 0.44 0.23 0.44 0.23 Uniform Delay di 19.2 38.8 21.4 34.8 22.9 42.7 23.0 41.6 `elay Factor k 0.11 0.35 0.11 0.12 0.12 0.50 0.11 0.50 incremental Delay d2 0.5 4.8 0.7 0.5 1.2 4.5 0.9 2.8 : "'?F Factor 1.000 11.000 1 1.000 11.000 11.000 11.000 1 1.000 11.000 control Delay 19.7 43.6 22.1 35.3 24.1 47.2 23.8 44.4 Lane Group LOS 8 D C D C D C D Approach Delay 40.1 32.9 42.7 40.5 Approach LOS D C D D Intersection Delay 39.7 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 1:57 PM iyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 2:35 PM TWO-WAY STOP CONTROL SUMMARY G:eneraf;lnformatton' Site:,�ifp�m�fQn Analyst Agency/Co. Date Performed Analysis Time Period LSB Cathy Sweetapp/e & Associates 11/11/2008 Pre -Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 17 Ave/NW 3 St Miami -Dade Future Without Project Project Description Marlins Ballpark East/West Street: NW 3 Street North/South Street: NW 17 Avenue Intersection Orientation: North-South IStudy Period hrs : 0.25 7 Vehicle Vdlumes and Ad ustments ` _,s � � �'` Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 51 1084 41 46 885 47 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 29 8 48 11 8 56 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R iolume veh/h) 28 8 46 11 8 54 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 48 931 49 53 1141 43 Percent Heavy Vehicles 2 1 2 2 2 1 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Dela ,.Queue Len th, and Level`,of Service .... , f _ Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v(veh/h) 53 48 75 85 C (m) (veh/h) 700 586 258 219 Vic 0.08 0.08 0.29 0.39 95% queue length 0.25 0.27 1.17 1.73 Control Delay (s/veh) 10.6 11.7 24.6 31.5 LOS B B C D Approach Delay (s/veh) -- -- 24.6 31.5 Approach LOS -- -- C D iyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 2:35 PM I 1--_A ._ Analyst Agency or Co. Date Performed Time Period Grade = 0 Grade = '� = LT LR Grade = 0 ' = L T R 1 2 Volume and Timin In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 155 1322 282 149 807 709 163 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.95 0.95 10.95 0.95 10.95 10.95 0.95 Actuated (P/A) A A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N arking/Hour Bus Stops/Hour 0 0 0 0 0 �#Mnf r- '� = LT LR Grade = 0 ' = L T R 1 2 Volume and Timin In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 155 1322 282 149 807 709 163 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.95 0.95 10.95 0.95 10.95 10.95 0.95 Actuated (P/A) A A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N arking/Hour Bus Stops/Hour 0 0 0 0 0 �#Mnf Bus Stops/Hour 0 0 0 0 0 �#Mnf .Pedestrian Timing 3.2 3.2 3.2 WB Only 02 03 04 NB Only NS Perm 07 08 Timing G= 61.0 G= G= G= G= 11.0 G= 33.0 G= G= Y= 5 Y= Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analvsis Mrs) = 0.25 Cvcle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General �nfbirrna#ion � �`, s Project Description Marlins Ballpark Volume AdJlusmen EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 155 1322 282 141 807 709 163 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 163 1392 297 148 849 746 172 Lane Group L T R L T T R ,adjusted Flow Rate 163 1392 297 148 849 746 172 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 Sk 6416: Flo'a" -e" Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ku 1.000 0.908 1.000 1.000 0.952 0.952 1.000 f T -- 0.950 1.000 -- 0.950 1.000 -- 1.000 -- Secondary fLT __ 0.134 - it 1 1. 000 10.850 1 11.000 1 1 11.000 10.850 1 fLpb Capacity Analysis _ EB 1.000 1.000 SB 1.000 1.000 Lane Group 1.000 T fRPb -- T R -- 1.000 1.000 -- 1.000 R -- 1.000 1.000 Adjusted Satflow 148 849 1392 1770 5074 1583 1770 3547 746 172 3547 1583 Secondary Adjusted Satflow 1770 3547 -- 2579 3547 -- 250 -- 975 2.0 -- CAPACITY AND LOS WORKSHEET Geriera'I Informatioh Project Description Marlins Ballpark Capacity Analysis _ EB WB NB SB Lane Group SB Lane Group L T R L T R L T R Adjusted Flow Rate T R 163 1392 297 148 849 1392 297 746 172 Satflow Rate 746 172 1770 5074 1583 1770 3547 900 2579 3547 1583 ost Time 975 2.0 2.0 2.0 2.0 2.0 0.18 2.0 2.0 Green Ratio 0.59 0.51 0.51 0.51 0.41 0.41 0.28 0.28 Lane Group Capacity 0.41 0.41 900 2579 805 241 1448 975 435 v/c Ratio 26.0 27.6 0.18 0.54 0.37 0.61 0.59 0.77 0.40 Flow Ratio 0.20 0.50 0.09 0.27 0.19 0.08 0.24 .0.21 0.11 Critical Lane Group N y N y N Y N Sum Flow Ratios 0.57 Lost Time/Cycle 15.00 Critical v/c Ratio 0.65 Lane Group_Capacity, Control `Delay,and LOS,ybet�rmmation _ EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 163 1392 297 148 849 746 172 Lane Group Capacity 900 2579 805 241 1448 975 435 v/c Ratio 0.18 0.54 0.37 0.61 0.59 0.77 0.40 Green Ratio 0.51 0.51 0.51 0.41 0.41 0.28 0.28 Uniform Delay di 16.0 20.0 17.9 26.0 27.6 39.9 35.4 relay Factor k 0.11 0.14 0.11 0.20 0.50 0.50 0.50 0.1 0.2 1 0.3 4.6 1.7 5.7 2.7 ncremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 16.1 20.2 18.1 30.6 29.4 45.6 38.1 Lane Group LOS B C B C C D D Approach Delay 19.5 29.6 44.2 Approach LOS B C D Intersection Delay 28.2 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/11/2008 2:00 PM GI 11 1 DG'Dr%DT Gene"r:al ai�formation ". Slte>inform..atlon , Analyst LSB Cathy Sweetapple & Intersection SW 17 Ave/SW 1 St Agency or Co. Associates Area Type All other areas Date Performed 11/11/2008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Future Without Project It telseat .P.-.Geomet Grade = 0 2 1 --- } Grade= $hDatNarUtluraW 3 L Lf Grade= 0 s !! �,- rt = LT i Grade= 0 LTR 2 0 Volume and Timing hiput - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 201 1136 224 771 105 169 727 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.95 10,95 0.95 10.95 0.95 0.95 0.95 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3:0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 112.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N larking/Hour Bus Stops/Hour 0 0 0 0 0 0 ?edestrian Timing 3.2 3.2 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET EB Only 02 03 04 INS Perm SB Only 07 08 Timing G= 53.0 G= G= G= G= 37.0 G= 14.0 G= G= TH Y= 5 Y= Y= Y= IY= 6 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Infor�hnation Project Description Marlins Ballpark Volume Adjustments EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 201 1136 224 771 105 169 727 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 212 1196 236 812 111 178 765 Lane Group L T R TR L T idjusted Flow Rate 212 1196 236 923 178 765 Proportion of LT or RT 0.000 -- 0.000 -- 0.000 -- 0.120 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 2 0 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHV . . 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 1.000 0.952 1.000 0.952 0.950 1.000 1.000 0.950 1.000 Secondary fLT __ __ __ 0.108 __ 1.000 0.850 0.982 1.000 fLpb 1.000 1.000 10.00 EB WB NB SB 1.000 L 1.000 1.000 SB fRPb -- 1.000 1.000 -- L T -- 1.000 212 -- 1.000 Adjusted Flow Rate 1770 5074 1583 178 765 3483 1770 1770 3547 Adjusted Satflow 782 2241 3483 1770 3547 Jost Time 2.0 2.0 2.0 Secondary Adjusted Satflow 0.27 0.53 -- 2.0 -- Green Ratio -- 201 0.44 -- CAPACITY AND LOS WORKSHEET General Infolr`matio:n Project Description Marlins Ballpark Capactiry Analysis,:: _ _ 10.00 EB WB NB SB Lane Group L T R SB Lane Group L T TR L T Adjusted Flow Rate 212 1196 236 Adjusted Flow Rate 212 1196 923 178 765 Satflow Rate 1770 5074 1583 Lane Group Capacity 782 2241 3483 1770 3547 Jost Time 2.0 2.0 2.0 v/c Ratio 0.27 0.53 2.0 2.0 2.0 Green Ratio 0.44 0.44 0.44 Green Ratio 0.44 0.44 0.31 0.48 0.47 Lane Group Capacity 782 2241 699 Uniform Delay di 21.2 24.5 1074 357 1685 v/c Ratio 0.27 0.53 0.34 relay Factor k 0.11 0.14 0.86 0.50 0.45 Flow Ratio 0.12 0.24 0.15 1 0.2 0.3 0.27 0.07 0,22 Critical Lane Group N Y I N I N Y N Sum Flow Ratios 0.61 Lost Time/Cycle 10.00 Critical v/c Ratio 0.67 Lane Group Capacity, Control Delay! anc� LOS Determ inat�on EB WB NB SB Lane Group L T R TR L T Adjusted Flow Rate 212 1196 236 923 178 765 Lane Group Capacity 782 2241 699 1074 357 1685 v/c Ratio 0.27 0.53 0.34 0.86 0.50 0.45 Green Ratio 0.44 0.44 0.44 0.31 0.48 0.47 Uniform Delay di 21.2 24.5 22.0 39.1 41.3 21.1 relay Factor k 0.11 0.14 0.11 0.50 0.11 0.50 0.2 0.3 0.3 9.0 1.1 0.9 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 21.4 24.7 22.3 48.0 42.4 22.0 Lane Group LOS C C C D D C Approach Delay 23.9 48.0 25.8 Approach LOS C D C Intersection Delay 30.8 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 2:03 PM Analyst Agency or Co. Date Performed Time Period Grade = 2 0 Grade = 1 Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type . Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ?arking/Hour dus Stops/Hour 0 Show North krnxe =T =R 2 =L 1'' = TR LT LR ° L UK 1 EB WB LT TH RT LT TH RT 858 71 6 621 2 2 2 2 0.95 0.95 0.95 0.95 P P A P 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3.0 3.0 3.0 0 0 0 0 0 12.0 12.0 12.0 N N N N FULL REPORT SB LT TH SitWanformatwn LT LSB RT Intersection NW 14 Ave/NW 7 St Cathy Sweetapple & Area Type All other areas Associates Jurisdiction Miami -Dade 11/11/2008 Analysis Year Future Without Project Pre -Game 6 - 7 PM A A 1 Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type . Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) ?arking/Hour dus Stops/Hour 0 Show North krnxe =T =R 2 =L 1'' = TR LT LR ° L UK 1 EB WB LT TH RT LT TH RT 858 71 6 621 2 2 2 2 0.95 0.95 0.95 0.95 P P A P 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3.0 3.0 3.0 0 0 0 0 0 12.0 12.0 12.0 N N N N 0 1 1 0 1 0 1 1 0 1 1 0 NB SB LT TH RT LT TH RT 31 4 2 2 0.95 0.95 A A 2.0 2.0 2.0 2.0 3 3 3.0 3.0 0 0 0 12.0 12.0 N N 0 1 1 0 1 0 1 1 0 1 1 0 -- - 'Pedestrian Timing 3.2 3.2 3.2 EW Perm WB Only 03 04 NB Only 06 07 08 Timing G= 76.0 G= 7.0 G= G= G= 24.0 G= G= G= Y= 5 Y= 3 Y= I Y IY= 5 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Lenqth C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General InforMai Project Description Marlins Ballpark �/olu>rne: Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 858 71 6 621 31 4 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 903 75 6 654 33 4 Lane Group TR L T L R ..djusted Flow Rate 978 6 654 33 4 Proportion of LT or RT 0.000 -- 0.077 0.000 -- 0.000 -- -- Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 2 0 1 2 1 1 fw 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 .0.980. f 9 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 0.952 1.000 0.952 1.000 1.000 f T 1.000 _ 0.950 1.000 0.950 -- - Secondary fLT __ 0.237 0.859 _ -_ -- - 10.988I I __ 11.000 I I10.850 I __ RT CAPACITY AND LOS WORKSHEET eneral`Informatwn ; 1.000 Capacity Analysiis: 1.000 1.000 WB 1.000 SB Lane Group TR fLpb T L R Adjusted Flow Rate 978 6 654 1.000 33 1,000 1.000 3506 fRpb 3547 1770 1583 ost Time 2.0 2.0 2.0 3506 2.0 1770 3547 1770 1583 0.63 Adjusted Satflow 0.73 0.20 0.20 Lane Group Capacity 2220 Secondary Adjusted Satflow 2601 -- 442 3047 -- -- 0.44 CAPACITY AND LOS WORKSHEET eneral`Informatwn ; Project Description Marlins Ballpark Capacity Analysiis: EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 978 6 654 33 4 Satflow Rate 3506 1770 3547 1770 1583 ost Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.63 0.73 0.73 0.20 0.20 Lane Group Capacity 2220 457 2601 354 317 v/c Ratio 0.44 0.01 0.25 0.09 0.01 Flow Ratio 0.28 0.00 0.18 0.02 0.00 Critical Lane Group Y I Y N Y N Sum Flow Ratios 0.30 Lost Time/Cycle 10.00 Critical v/c Ratio 0.32 Lane Groep"Ca�iacity,zControlDe�ay an'd LOS Determination ;;._ EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 978 6 654 33 4 Lane Group Capacity 2220 457 2601 354 317 v/c Ratio 0.44 0.01 0.25 0.09 0.01 Green Ratio 0.63 0.73 0.73 0.20 0.20 Uniform Delay d, 11.2 9.1 5.2 39.1 38.5 delay Factor k 0.50 0.11 0.50 0.11 0.11 incremental Delay d2 0.6 0.0 0.2 0.1 0.0 3F Factor 11.000 1 1.000 11.000 1 1.000 1 11.000 ;ontrol Delay 11.8 9.1 5.5 39.2 38.5 Lane Group LDS 8 A A D D Approach Delay 11.8 5.5 39.2 Approach LOS 8 A D Intersection Delay 9.9 Intersection LOS A Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 1:10 PM TWO-WAY STOP CONTROL SUMMARY Geineral' linformation Site Information Analyst LSB Agency/Co. Cathy Sweetapple & Associates Date Performed 11/11/2008 Analysis Time Period Pre-Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 15 Ave/Flagler St Mlami-Dade Future Without Project Project Description Marlins Ballpark EastNVest Street: Fla ler Street North/South Street: NW 15 Avenue Intersection Orientation: East-West IStudy Period hrs : 0.25 Uehacle Uo(umes anlAd ustmens t «, i Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 1639 32 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 veh/h 0 0 0 1725 33 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration T TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R glume veh/h) 99 20 13 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 104 veh/h 21 0 0 0 13 Percent Heavy Vehicles 2 2 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 1. 0 0 0 1 Configuration L T R D.,ela ,Queue Leif- th and LeVeliof Service , ;- ... - .- Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L T R v (veh/h) 104 21 13 C (m) (veh/h) 265 85 347 Vic 0.39 0.25 0.04 95% queue length 1.78 0.89 0.12 Control Delay (s/veh) 27.1 60.7 15.8 LOS D F C Approach Delay (s/veh) -- -- 32.7 15.8 Approach LOS -- -- D C )yright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 2:38 PM FULL REPORT raO r' t 0446 61 Analyst LSB Cathy Sweetapple & Intersection NW 12 Ave/NW 14 St Agency or Co. Associates Area Type All other areas Date Performed 1111112008 Jurisdiction Analysis Year Miami-Dade Future Without Project Time Period Pre-Game 6 - 7 PM Intersection Geomet Grade = 0 0 3 1 Grade 0 Shm NorM Amu T T 0 R 2 2 L 0 t TR Grade= 0 4- __ I IF-1 - I I = LT LR 1 F .-I- ............ . Grade = 0 LTR 1 2 1 voluin'd and Timing:In put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 84 189 281 313 413 1122 127 630 115 47 703 129 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 1 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N -'arking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 '3edestrian Timing 3.2 3.2 3.2 3.2 WB Only EW Perm 03 04 Excl. Left -NS Perm 07 08 Timing G= 12.0 G= 27.0 G= G= G= 18.0 G= 65.0 G= G Y= 3 Y= 6 Y= Y= Y= 4 Y= 5 Y= Y Duration of Analysis (hrs) = 0.25 Cycle Length C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Martins Ballpark VOIUe m - Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 84 189 281 313 413 122 127 630 115 47 703 129 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 88 199 296 329 435 128 134 663 121 49 740 136 Lane Group L TR L TR L T R L TR i djusted Flow Rate 88 495 329 563 134 663 121 49 876 Proportion of LT or RTTO .000 0.598 0.000 0.227 10.000 0.000 0.000 -- 0.155 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1,000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1,000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1,000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1.000 0.952 1.000 1.000 0.908 fl -T 0.441 1.000 0.950 1.000 0.950 1.000 -- 0.950 1.000 Secondary fLT 0.172 0,637 0.238 0.296 RT _ 10.910 I 1 __ 10.966 1 1 -_ 11.000 10.850 1 __ 10.977 1 1 fLpb 1.000 1.000 Capacity Alnalysis -h ;` 1.000 1.000 WB 1.000 1.000 Lane Group 1.000 1.000 fRPb -- 1.000 L -- 1.000 L -- 1.000 1.000 -- 1.000 Adjusted Satflow 822 3229 134 1770 3426 49 1770 3547 1583 1770 4956 Secondary Adjusted Satflow 3426 -- 320 2182 -- 443 -- 551 2.0 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity Alnalysis -h ;` EB WB NB SB Lane Group L TR L TR L T R L TR Adjusted Flow Rate 88 495 329 563 134 663 121 49 876 Satflow Rate 822 3229 1770 3426 1770 3547 1583 1770 4956 ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.19 0.19 0.30 0.30 0.62 0.46 0.46 0.62 0.46 Lane Group Capacity 159 623 221 1028 446 1647 735 500 2301 v/c Ratio 0.55 0.79 1.49 0.55 0.30 0.40 0.16 0.10 0.38 Flow Ratio 0.11 0.15 0.09 0.16 0.08 0.19 10.08 0.03 0.18 Critical Lane Group N N Y N Y Y N N N Sum Flow Ratios 0.90 Lost Time/Cycle 16.00 Critical v/c Ratio 1.02 Lane Csrou Ca ac Control Dela and LOS Deterrn�nation 4 EB WB NB SB Lane Group L TR L TR L T R L TR Adjusted Flow Rate 88 495 329 563 134 663 121 49 876 Lane Group Capacity 159 623 221 1028 446 1647 735 500 2301 v/c Ratio 0.55 0.79 1.49 0.55 0.30 0.40 0.16 0.10 0.38 Green Ratio 0.19 0.19 0.30 0.30 0.62 0.46 0.46 0.62 0.46 Uniform Delay di 51.1 53.9 53.5 41.0 12.1 24.7 21.8 11.6 24.4 `elay Factor k 0.15 0.34 0.50 0.15 0.11 0.50 0.50 0.11 0.50 incremental Delay d2 4.2 7.1 242.4 0.6 0.4 0.7 0.5 0.1 0.5 '`?F Factor 1.0001.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Jontrol Delay 55.2 60.9 295.9 41.7 12.5 25.4 22.2 11.6 24.9 Lane Group LOS E E F D B C C B C Approach Delay 60.1 135.5 23.1 24.2 Approach LOS E F C C Intersection Delay 60.1 Intersection LOS E Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:09 PM FULL REPORT GeneraG4nformatlQn-'; ':- Site ;Information. - - ` - Analyst LSB Intersection NW 12 Ave/NW 12 St Agency or Co. Cathy Sweetapple & Area Type All other areas Associates Jurisdiction Miami -Dade Date Performed 1111112008 Analysis Year Future Without Project Time Period Pre -Game 6 - 7 PM Grade = 0 Grade = 0 3 T =LIK 1 2 Volume: -and TImin0 .Ihput _ WB T =LIK 1 2 Volume: -and TImin0 .Ihput EB WB NB SB LT TH RT LT TH RT LT I TH RT LT TH RT Volume (vph) 314 172 84 554 1185 45 % Heavy Veh 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 10.95 Actuated (P/A) A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N arking/Hour Bus Stops/Hour 0 0 0 0 0 ?edestrian Timing 3.2 1 3.2 1 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET WB Only 02 03 04 NB Only NS Perm 07 08 Timing G= 27.0 G= G= G= G= 10.0 G= 91.0 G= G= RT Y= 5 Y= Y= I Y= IY= 3 Y= 4 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET GeneralEln�ormation ,' ;. , . v_ Project Description Marlins Ballpark Volume Adjustment -: EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 314 172 84 554 1185 45 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 331 181 88 583 1247 47 Lane Group L LT L T TR Idjusted Flow Rate 331 181 88 583 1294 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.036 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 1 1 1 2 3 0 fw 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 0.952 0.908 f T -- 0.950 1.000 0.950 1.000 - 1.000 - Secondary fLT __ __ 0.163 - - I1.000 I I _ I1.000 I I I0.995 AT fLpb Generallnformation Project Description Marlins Ballpark 1.000 1.000 1.000 1.000 WB NB 1.000 Lane Group L 1.000 L 1.000 1.000 Adjusted Satflow Adjusted Flow Rate 1770 1863 181 1770 3547 583 5046 1294 Secondary Adjusted Satflow Satflow Rate -- -- 304 -T -- 3547 -- CAPACITY AND LOS WORKSHEET Generallnformation Project Description Marlins Ballpark CapacitVA ha vsl EB WB NB SB Lane Group L LT L T TR Adjusted Flow Rate 331 181 88 583 1294 Satflow Rate 1770 1863 1770 3547 5046 ost Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.19 0.19 0.74 0.74 0.65 Lane Group Capacity 341 359 330 2635 3280 v/c Ratio 0.97 0.50 0.27 0.22 0.39 Flow Ratio 0.19 0.10 0.05 0.16 0.26 Critical Lane Group Y N Y N Y Sum Flow Ratios 0.49 Lost Time/Cycle 13.00 Critical v/c Ratio 0.54 LaneGroup Capacity, Control Delay, and LOS ..Determination EB WB NB SB Lane Group L LT L T TR Adjusted Flow Rate 331 181 88 583 1294 Lane Group Capacity 341 359 330 2635 3280 v/c Ratio 0.97 0.50 0.27 0.22 0.39 Green Ratio 0.19 0.19 0.74 0.74 0.65 )niform Delay d, 56.1 50.5 6.3 5.5 11.5 relay Factor k 0.48 0.11 0.11 0.50 0.50 40.8 1.1 1 0.4 0.2 1 0.4 1cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 Control Delay 96.9 51.7 6.7 5.7 11.9 Lane Group LOS F D A A 8 Approach Delay 80.9 5.9 11.9 Approach LOS F A 8 Intersection Delay 24.5 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:09 PM 2 0 (1) 5hm, North Mow =T 0 -R 2 J4 =L =TR Grade= 0 FULL REPORT -;- r - i-_ Gen'eral;information .:-- WB Site Information _. Analyst LSB Cathy Sweetapple & TH Intersection NW 12 Ave/NW 11 St Agency or Co. Associates RT Area Type All other areas Date Performed 11/11/2008 LT Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM 163 Analysis Year Future Without Project Intetseation Geometry: 131 274 Grade = 0 3 1 886 134 2 0 (1) 5hm, North Mow =T 0 -R 2 J4 =L =TR Grade= 0 -� -;- r - i-_ = LT WB NB SB L R TH i ......� , i.__I.. I TH RT LT TH i Grade = 0 L 1 3 0 Volume and Timing Input EB WB NB SB LT TH RT LT I TH RT LT TH RT LT TH RT Volume (vph) 163 118 159 131 274 886 134 68 744 % Heavy Veh 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 100 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N `irking/Hour dus Stops/Hour 0 0 0 0 0 0 0 ?edestrian Timing1 3.2 3.2 3.2 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET EW Perm 02 03 04 NS Perm 06 07 08 Timing G= 35.0 G= G= G= G= 95.0 G= G= G= LT Y= 5 Y= Y= Y= Y= 5 IY= Y= Y= Duration of Analysis hrs = 0.25 1 Cycle Length C = 140.0 TH VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General lnf41, olrnnation Project Description Marlins Ballpark Volume Adjustment f EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 163 118 159 131 274 886 134 68 744 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 172 124 167 138 183 933 141 72 783 Lane Group 1-1172 L T L TR TR L T adjusted Flow Rate 124 167 321 1074 72 783 Proportion of LT or RT 0.000 -- 0.000 0.000 -- 0.570 0.000 -- 0.131 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 1 2 0 3 0 1 3 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980, 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 0.908 1.000 0.908 f T 0.464 1.000 -_ 0.674 1.000 1.000 -_ 0.233 1.000 Secondary fLT CAPACITY AND LOS WORKSHEET General 06rmation . Project Description Marlins Ballpark Capacity Analysis EB 1.000 NB SB 0.914 L T 0.980 L TR 1.000 tTfLpb -- L T -- Adjusted Flow Rate 172 -- 167 -- 1074 1.000 1.000 783 1.000 1.000 865 3547 1.000 1255 1.000 1.000 4974 1.000 5074 1.000 2.0 2.0 1.000 2.0 2.0 1.000 Adjusted Satflow 865 3547 2.0 1255 3243 0.25 0.25 4974 0.25 434 5074 Secondary Adjusted Satflow 0.68 -- Lane Group Capacity -- 887 -- 811 -- CAPACITY AND LOS WORKSHEET General 06rmation . Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group L T L TR TR L T Adjusted Flow Rate 172 124 167 321 1074 72 783 Satflow Rate 865 3547 1255 3243 4974 434 5074 pst Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.25 0.25 0.25 0.25 0.68 0.68 0.68 Lane Group Capacity 216 887 314 811 3375 294 3443 v/c Ratio 0.80 0.14 0.53 0.40 0.32 0.24 0.23 Flow Ratio 0.20 0.03 0.13 0.10 0.22 0.17 0.15 Critical Lane Group y N N N y N N Sum Flow Ratios 0.41 Lost Time/Cycle 10.00 Critical v/c Ratio 0.45 Lane Group Capacity, Control Delay, 'and LOS D"etermi_nation: EB WB NB SB Lane Group L T L TR TR L T Adjusted Flow Rate 172 124 167 321 1074 72 783 Lane Group Capacity 216 887 314 811 3375 294 3443 v/c Ratio 0.80 0.14 0.53 0.40 0.32 0.24 0.23 Green Ratio 0.25 0.25 0.25 0.25 0.68 0.68 0.68 Iniform Delay di 49.2 40.8 45.4 43.7 9.2 8.7 8.6 clay Factor k 0.34 0.11 0.13 0.11 0.50 0.50 0.50 18.5 1 0.1 1 1 1.7 1 0.3 1 1 1 0.2 2.0 0.2 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 67.7 40.9 47.2 44.0 9.5 10.6 8.7 Lane Group LOS E D D D A B A Approach Delay 56.4 45.1 9.5 8.9 Approach LOS E D A A Intersection Delay 20.8 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:08 PM FULL REPORT General%InformatJon ""_ _~ S�te;lnformetton Analyst LSB Intersection NW 12 Ave/NW 7 St Agency or Co. Cathy Sweetapple & Area Type All other areas Date Performed Associates 11/15/2008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Future Without Project Intersecfon. Geomet• ,._ .• - Grade = 0 1 2 (B _I- -•.' -J - _I - - - Grade = 0 5hax Nath krrow T --I T _r 1 _i -.__ I r = R 2 T L 0 .4f-- -4-4-L �11 TR Grade= 0 I- L l' - -� -- Y { t LR 41 Grade = 0= L T R 2 0 volume andliming input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 397 253 158 4 221 101 597 28 579 258 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A A P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N irking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 pedestrian Timing 3.2 1 3.2 1 3.2 1 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET WB Only EB Only 03 04 Thru & RT 06 07 08 Timing G= 19.0 G= 33.0 G= G= G= 53.0 G= G= G= RT Y= 5 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information ,rye ' ` _ Project Description Marlins Ballpark Volume Ad04': tment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 397 253 158 4 221 101 597 28 579 258 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 418 266 166 4 233 106 628 29 609 272 Lane Group L LTR L T R TR T R djusted Flow Rate 418 432 4 233 106 657 609 272 Proportion-- of LT or RT 0.000 -- 0.384 0.000 -- 0.000 0.000 -- 0.044 0.0001--r- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 1 1 2 0 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 1.000 1.000 .0.952 0.952 1.000 f T 0.950 1.000 -- 0.950 1.000 -- 1.000 -- 1.000 -- Secondary fLT RT 1 __ 10.942 1 1 - 11.000 10.850 1 10.993 111.000 10.850 1 fLpb 1.000 1.000 Capacity Analysis 1.000 1.000 WB NB 1.000 Lane Group L 1.000 L T 1.000 TR 1.000 1.000 T 1.000 Adjusted Flow Rate 418 1.000 1.000 Adjusted Satflow 1770 3342 1770 1863 1583 609 3523 Satflow Rate 1770 3547 1583 Secondary Adjusted Satflow 1863 1583 -- 3523 -- 3547 1583 -- 2.0 2.0 -- CAPACITY AND LOS WORKSHEET General Info,rmat�on Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group L LTR L T R TR T R Adjusted Flow Rate 418 432 4 233 106 657 609 272 Satflow Rate 1770 3342 1770 1863 1583 3523 3547 1583 ost Time 2.0 2.0 2.0 2.0 12.0 12.0 2.0 12.0 Green Ratio 0.28 0.28 0.16 0.16 0.16 0.44 0.44 0.44 Lane Group Capacity 487 919 280 295 251 1556 1567 699 v/c Ratio 0.86 0.47 0.01 0.79 0.42 0.42 10.39 0.39 Flow Ratio 0.24 0.13 0.00 0.13 0.07 0.19 0.17 0.17 Critical Lane Group Y N N Y N Y N N Sum Flow Ratios 0.55 Lost Time/Cycle 15.00 Critical v/c Ratio 0.63 Lane Gyroup'Capacity, ControhDelayand LOS Determination EB WB NB SB Lane Group L LTR L T R TR T R Adjusted Flow Rate 418 432 4 233 106 657 609 272 Lane Group Capacity 487 919 280 295 251 1556 1567 699 v/c Ratio 0.86 0.47 0.01 0.79 0.42 0.42 0.39 0.39 Green Ratio 0.28 0.28 0.16 0.16 0.16 0.44 0.44 0.44 Uniform Delay d, 41.3 36.2 42.6 48.6 45.5 23.0 22.6 22.6 May Factor k 0.39 0.11 0.11 0.34 10.11 0.50 0.50 0.50 Incremental Delay d2 14.3 0.4 0.0 13.5 1.1 0.8 0.7 1.6 ?F Factor 1.000 11.000 1 1.000 11.000 11.000 11.000 1 11.000 11.000 .ontrol Delay 55.5 36.6 42.6 62.1 46.7 23.8 23.3 24.2 Lane Group LOS E D D E D C C C Approach Delay 45.9 57.1 23.8 23.6 Approach LOS D E C C Intersection Delay 34.8 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:06 PM yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/1112008 2:41 PM TWO-WAY STOP CONTROL SUMMARY General information :' . ,; Safe �nforrnation_. Analyst Agency/Co. Date Performed Analysis Time Period LSB Cathy Sweetapple & Associates 11/8/2008 Pre-Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 12 Ave/NW 3 St Mlami-Dade Future Without Project Project Description Marlins Ballpark East/West Street: NW 3 Street North/South Street: NW 12 Avenue Intersection Orientation: North-South IStudy Period hrs : 0.25 Ve�icle.,Volumes andAd ustments - Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 25 650 55 67 643 26 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 22 29 41 0 0 0 Percent Heavy Vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration LT TR LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h) 21 28 39 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 70 676 27 26 684 57 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR "Ks Queue Len ` th, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LTR v (veh/h) 26 70 92 C (m) (veh/h) 890 862 175 v/c 0.03 0.08 0.53 95% queue length 0.09 0.26 2.65 Control Delay (s/veh) 9.2 9.5 46.4 LOS A A E Approach Delay (s/veh) -- -- 46.4 Approach LOS -- -- E yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/1112008 2:41 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 0 1 0 Grade = FULL REPORT ` Site l.nformatlon Intersection NW 12 Ave/Flagler St Area Type All other areas Jurisdiction Miami -Dade Analysis Year Future Without Project 0 (±) Show Norm Arnow =T 0 =R 3 =L 1 =TR L T L R �auc- o =LTR 2 1 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 0 31 30 118 1266 148 682 52 478 117 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 10.95 0.95 0.95 10.95 0.95 0.95 0.95 Actuated (P/A) P P P A A A P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 100 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N .irking/Hour i Bus Stops/Hour 0 0 0 0 0 0 ?edestrian Timing 3.2 3.2 3.2 3.2 Project Description Marlins Ballpark EW Perm 02 03 04 Thru & RT 06 07 08 Timing G= 65.0 G= G= G= G= 47.0 G= G= G= RT Y= 4 1Y= Y= Y= Y= 4 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Ge�er�al Ir�formatior� Project Description Marlins Ballpark VolumeAdjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 0 31 30 118 1266 148 682 52 478 117 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 0 33 32 124 1333 51 718 55 503 123 Lane Group LTR L TR T R TR Adjusted Flow Rate 65 124 1384 718 55 626 Proportion of LT or RT 0.000 -- 0.492 0.000 -- 0.037 0.000 -- 0.000 0.000 -- 0.196 Saturation "`Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 0 1 0 1 3 0 2 1 2 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 ' ' 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 0.908 0.952 1.000 0.952 1.000 0.715 1.000 1.000 1.000 i Secondary fLT -- -- -- -- CAPACITY AND LOS WORKSHEET General Information 0.934 Capack.ity Analysis; 0.994 WB NB 1.000 0.850 0.971 AT TR T R TR Adjusted Flow Rate 65 fLpb 1384 1.000 1.000 1.000 626 1.000 Satflow Rate 1.000 fRPb -- 1.000 -- 1.000 -- 1.000 1.000 -- 1.000 Adjusted Satflow 2.0 1739 1331 5046 2.0 3547 1583 3442 Secondary Adjusted Satflow 0.54 -- 0.39 0.39 -- 0.39 -- 942 _- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capack.ity Analysis; EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 65 124 1384 718 55 626 Satflow Rate 1739 1331 5046 3547 1583 3442 .ost Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.54 0.54 0.54 0.39 0.39 0.39 Lane Group Capacity 942 721 2733 1389 620 1348 vlc Ratio 0.07 0.17 0.51 0.52 0.09 0.46 Flow Ratio 0.04 0.09 0.27 0.20 0.03 0.18 Critical Lane Group N N y y N N Sum Flow Ratios 0.48 Lost Time/Cycle 8.00 Critical v/c Ratio 0.51 Lane Group Capacity, Control pelay, and LOS D,etermrnation EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 65 124 1384 718 55 626 Lane Group Capacity 942 721 2733 1389 620 1348 vlc Ratio 0.07 0.17 0.51 0.52 0.09 0.46 Green Ratio 0.54 0.54 0.54 0.39 0.39 0.39 niform Delay di 13.1 13.9 17.4 27.8 23.0 27.1 Delay Factor k 0.50 0.11 0.11 0.50 0.50 0.50 icremental Delay d2 0.1 0.1 0.2 1.4 0.3 1.2 PF Factor 1.000 1.000 1,000 1.000 1.000 1.000 Control Delay 13.2 14.0 17.5 29.2 23.3 28.3 Lane Group LOS B B B C C C Approach Delay 13.2 17.2 28.8 28.3 Approach LOS B B C C Intersection Delay 22.5 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:06 PM FULL REPORT Generallnformat�on Siteanforma4ion Analyst LSB Cathy Sweetapple & Intersection SW 12 Ave/SW 1 St Agency or Co. Associates Area Type All other areas Date Performed 1111112008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Future Without Project �nterse��on Geomet, ' Grade = 0 2 1 T Grade - 1--� 1 Show Nath Arran =T - R L o — i— 4_41l Grade= 0 �'- �- '� r = L T LR Grade = 0 "'� i = L T R 2 1 b flume' and TInAn In put EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 245 881 167 545 66 109 477 % Heavy Veh 2 2 2 2 2 2 2 PH F 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3,0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12,0 12.0 12.0 Parking (Y or N) N N N N N N marking/Hour nus Stops/Hour 0 0 0 0 0 0 pedestrian Timing 3.2 3.2 3.2 EB Only 02 03 04 SB Only NS Per 07 08 Timing G= 65.0 G= G= G= G= 13.0 G= 31.0 G= G= Y= 4 Y= Y= Y= Y= 3 Y= 4 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Lenqth C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General lnfor - ion Project Description Marlins Ballpark VolUme Ad�ustmen: - EB WB NB SB LT TH RT LT, TH RT LT TH RT LT TH RT Volume 245 881 167 545 66 109 477 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 258 927 176 574 69 115 502 Lane Group L TR T R L T idjusted Flow Rate 258 1103 574 69 115 502 Proportion of LT or RT 0.000 -- 0.160 -- 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 0 2 1 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 9.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 0.952 1.000 1.000 0.952 f T 0.950 1.000 _ 1.000 _ 0.950 1.000 Secondary fLT __ __ 0.207 tT 11.000 10.976 1 1 1 I 1 10.850 1 11.000 I 1 fLpb 1.000 1.000 EB WB NB SB Lane Group 1.000 TR 1.000 1.000 SB fRPb -- 1.000 R -- T -- 1.000 1.000 -- 1.000 Adjusted Flow Rate 1770 4953 69 115 502 Satflow Rate 3547 1583 1770 3547 Adjusted Satflow 959 3547 1583 1770 3547 'ost Time 2.0 2.0 301 1389 Secondary Adjusted Satflow 0.27 2.0 -- 2.0 2.0 -- Green Ratio 0.54 -- 385 0.36 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity Analysis Lost Time/Cycle EB WB NB SB Lane Group L TR WB NB SB Lane Group L T R L T Adjusted Flow Rate 258 1103 L T Adjusted Flow Rate 258 574 69 115 502 Satflow Rate 1770 4953 115 502 Lane Group Capacity 959 3547 1583 1770 3547 'ost Time 2.0 2.0 301 1389 v/c Ratio 0.27 2.0 2.0 2.0 2.0 Green Ratio 0.54 0.54 0.38 0.36 Green Ratio 0.54 0.26 0.26 0.39 0.39 Lane Group Capacity 959 2683 0.39 0.39 �1niformDelay d� 14.8 916 409 301 1389 v/c Ratio 0.27 0.41 25.3 25.9 jelay Factor k 0.11 0.63 0.17 0.38 0.36 Flow Ratio 0.15 0.22 0.11 0.50 0.2 0.16 0.04 0.06 0.14 Critical Lane Group N Y 0.8 0.7 Y N Y I N Sum Flow Ratios 0.45 Lost Time/Cycle 12.00 Critical v/c Ratio 0.50 Lane Group Capactyz Control Delay, and LOS Determination , EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 258 1103 574 69 115 502 Lane Group Capacity 959 2683 916 409 301 1389 v/c Ratio 0.27 0.41 0.63 0.17 0.38 0.36 Green Ratio 0.54 0.54 0.26 0.26 0.39 0.39 �1niformDelay d� 14.8 16.2 39.4 34.5 25.3 25.9 jelay Factor k 0.11 0.11 0.50 0.50 0.11 0.50 0.2 1 0.1 3.2 0.9 0.8 0.7 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 14.9 16.3 42.6 35.4 26.1 26.6 Lane Group LOS B B D D C C Approach Delay 16.1 41.8 26.5 Approach LOS B D C Intersection Delay 24.8 1 Intersection LOS C Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/11/2008 2:32 PM P Future with Project !. Peak Houro 10:30 PM No. Intersection Locations Pre -Game Peak Post -Game Peak 1 NW 17 Ave at NW South River Dr 6 to 7 PM 9:30-10:30 PM 2 NW 17 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 3 NW 17 Ave at NW 3 St 6 to 7 PM Not included 4 NW 17 Ave at W. Flag ler St 6 to 7 PM 9:30-10:30 PM 5 SW 17 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM 6 NW 14 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 7 NW 15 Ave at W. Flag ler St 6 to 7 PM Not included 8 NW 12 Ave at NW 14 St 6 to 7 PM Not included 9 NW 12 Ave at SIR 836 WB Off Ramp 6 t 7 PM Not included 10 NW 12 Ave at NW 11 St 6 to 7 PM 9:30-10:30 PM 11 NW 12 Ave at NW 7 St 6 to 7 PM 9:30-10:30 PM 12 NW 12 Ave at NW 3 St 6 to 7 PM Not Included 13 NW 12 Ave at W. Flag Ier St 6 to 7 PM 9:30-10:30 PM 14 SW 12 Ave at SW 1 St 6 to 7 PM 9:30-10:30 PM 0 0 Grade = 0 J --i j EB WB NB 0 Shaw North Arrow =T =R =L ' = TR = LT 'L R Grade = 0�" = L IK Volume and Timin Input - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 36 79 11 2 62 630 1692 51 % Heavy Veh 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0. 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N �rking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 ►`--- ' tedestrian Timing 3.2 3.2 3.2 3.2 EW Perm 02 03 04 NB Only NS Perm 07 08 Timing G= 25.0 G= G= G= G= 10.0 G= 62.0 G= G= Y= 5 IY= Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cvcle Length C = 110.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET GenerallnformatiQ�j ` Project Description Marlins Ballpark Volume Ad�ustmelnt EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 36 79 11 2 62 630 1692 51 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 38 83 12 2 65 663 1781 54 Lane Group LR L T L T T R adjusted Flow Rate 121 12 2 65 663 1781 54 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 0 0 1 1 1 1 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 0.952 1.000 f0.912 0.950 1.000 0.950 1.000 1.000 Secondary fLT __ _ 0.062 10.907 11.000 I I -- 11.000 I I -- 11.000 10.850 tT fLpb CAPACITY AND LOS WORKSHEET 1.000 Getierai Inforjrnat�on 1.000 1.000 1.000 1.000 EB 1.000 NB fRPb -- 1.000 -- 1.000 L -- 1.000 L -- 1.000 1.000 Adjusted Satflow R 1542 Adjusted Flow Rate 1770 1863 1770 1863 65 3547 1583 Secondary Adjusted Satflow 1781 54 -- Satflow Rate -- 115 1770 -- 1770 -- CAPACITY AND LOS WORKSHEET Getierai Inforjrnat�on Project Description Marlins Ballpark Capacity Anaaysis EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 121 12 2 65 663 1781 54 Satflow Rate 1542 1770 1863 1770 1863 3547 1583 3st Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.23 0.23 0.23 0.68 0.68 0.56 0.56 Lane Group Capacity 350 402 423 229 1270 1999 892 v/c Ratio 0.35 0.03 0.00 0.28 0.52 0.89 0.06 Flow Ratio 0.08 0.01 0.00 1 0.04 0.36 1 1 0.50 0.03 Critical Lane Group Y N N Y N Y N Sum Flow Ratios 0.62 Lost Time/Cycle 15.00 Critical v/c Ratio 0.71 Lane Group Capacity, Control .Delay,'and LOS Determinatio.n`: EB WB NB SB Lane Group LR L T L T T R Adjusted Flow Rate 121 12 2 65 663 1781 54 Lane Group Capacity 350 402 423 229 1270 1999 892 v/c Ratio 0.35 0.03 0.00 0.28 0.52 0.89 0.06 Green Ratio 0.23 0.23 0.23 0.68 0.68 0.56 0.56 ' Iniform Delay di 35.6 33.1 32.9 19.6 8.6 21.0 10.8 elay Factor k 0.11 0.11 0.11 0.11 0.50 0.50 0.50 0.6 0.0 0.0 0.7 1.5 6.5 0.1 .icremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 36.2 33.1 32.9 20.3 10.2 27.5 11.0 Lane Group LOS D C C C B C B Approach Delay 36.2 33.1 11.1 27.0 Approach LOS D C B C Intersection Delay 23.2 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 9:30 PM Generalanforma`tion`. ,; Analyst LSB Agency or Co. Cathy Sweetapple & Associates Date Performed 1111112008 Time Period Pre -Game 6 - 7 PM Inter'secfion Geometry-- Grade = 0 0 3 1 IL Grade = 0 SwN Nath Arm FULL REPORT -: Site,nforma`t Intersection Area Type Jurisdiction Analysis Year NW 17 Ave/NW 7 St All other areas Miami -Dade - Future With Project I =T 0 R 2 2 L 0 Rf I/'- TR rt Grade= 0 L T L R Grade = 0 = LTR 1 3 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 137 758 166 111 404 104 199 695 127 436 1417 238 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 10.95 0.95 0.95 0.95 '0.95 0.95 0.95 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 12.0 2.0 2.0 2.0 2.0 2.0 2.0 1 Extension of Effective Green 2.0 2.0 12.0 2.0 2.0 2.0 12.0 2.0 Arrival Type 3 3 3 3 1 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 1 0 0 0 0 1 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N arking/Hour I I 1 11 Bus Stops/Hour 1 0 1 0 0 0 1 0 0 0 1 0 -` ..''.?edestrian Timing I 3.2 I 3.2 I 3.2 3.2 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 Timing G= 14.0 G= 31.0 G= G= G= 21.0 G= 38.0 G= G= Y= 3 IY= 5 Y= Y= Y= 3 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Lenath C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET T S G.einerallnformation l ,' €_ f Project Description Marlins Ballpark �`/olume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 137 758 166 111 404 104 199 695 127 436 1417 238 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 144 798 175 117 425 109 209 732 134 459 1492 251 Lane Group L TR L TR L TR L TR idjusted Flow Rate 144 973 117 534 209 866 459 1743 Proportion of LT or RT 0.000 -- 0.180 0.000 -- 0.204 0.000 -- 0.155 0.000 -- 0.144 'Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 3 0 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 .0.980 0.98.0 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 1.000 0.908 1.000 0.908 .f" T 0.950 1.000 _- 0.950 1.000 -- 0.950 1.000 - 0.950 1.000 - Secondary fLT 0.235 0.235 0.118 0.098 0.180 `0.973 1 1 0.000 1 1 10.977 1 1 (}078 1 | fLpb 1.000 1.000 15.00 1.000 1.000 Lane Group 1.000 1.00 WB 1.000 1.000 Lane Group L TR L TR Adjusted Flow Rate 144 973 L 117 534 Adjusted Flow Rate Adjusted Satflow 1770 3451 459 1770 3438 Satflow Rate 1770 4956 459 1770 4965 Lane Group Capacity Secondary Adjusted Satflow 437 810 1770 219 372 182 424 335 CAPACITY AND LOS WORKSHEET qMay Project Description Marlins Ballpark Sum Flow Ratios 0.98 Lost Time/Cycle 15.00 Critical v/c Ratio 1.12 Lane Group L TR WB L TR Lane Group L TR L TR Adjusted Flow Rate 144 973 L 117 534 Adjusted Flow Rate 209 866 459 1743 Satflow Rate 1770 3451 459 1770 3438 Lane Group Capacity 1770 4956 1770 4965 372 1569 424 1572 Green Ratio 0.40 0.26 0.40 0.26 Green Ratio 0.52 0.32 0.52 0.32 Lane Group Capacity 331 892 0.52 269 888 'Iniform Delay di 372 1569 424 1572 25.2 34.0 27.8 41,0 Critical Lane Group Sum Flow Ratios 0.98 Lost Time/Cycle 15.00 Critical v/c Ratio 1.12 Pa EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 144 973 117 534 209 866 459 1743 Lane Group Capacity 331 892 269 888 372 1569 424 1572 Green Ratio 0.40 0.26 0.40 0.26 0.52 0.32 0.52 0.32 'Iniform Delay di 24.9 44.5 27.1 39.1 25.2 34.0 27.8 41,0 icremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 25.8 102.5 28.3 40.2 27.2 35.4 95.5 99.7 Lane Group LOS C F C D C D F F Approach Delay 92.6 38.1 33.8 98.8 Approach LOS F D C F Intersection Delay 75.7 Intersection LOS E Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 9:29 PM TWO-WAY STOP CONTROL SUMMARY General Info""irmatiron, - �- Siie,att�or�tiation -. Analyst Agency/Co. Date Performed Analysis Time Period Cathy Sweetapple & Associates 11/11/2008 Pre -Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 17 Ave/NW 3 St Mlami-Dade Future With Project Project Description Marlins Ballpark East/West Street: NW 3 Street North/South Street: NW 17 Avenue Intersection Orientation: North-South IStudy Period hrs : 0.25 Yeh�cle1Uolumes., andAd ustments .y Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 51 1084 444 248 885 47 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 29 8 48 11 8 65 Percent Heavy Vehicles 2 -- --1 2 -- Median Type Raised curb RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T TR U stream Si nal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 1 L T R L T R glume veh/h) 28 8 46 11 8 62 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR veh/h 261 931 49 53 1141 467 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR D,el� , Queue.Le�'th, and.Le�iel of Service.. = `` � ' t Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v(veh/h) 53 261 84 85 C (m) (veh/h) 700 402 0 Vic 0.08 0.65 95% queue length 0.25 4.44 Control Delay (s/veh) 10.6 29.1 LOS B D F Approach Delay (s/veh) -- -- Approach LOS -- -- yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 9:33 PM General lhformation Analyst LSB Agency or Co. Cathy Sweetapple & Associates Date Performed 11/11/2008 Time Period Pre -Game 6 - 7 PM Inf�rsecton Geotnefry ' "` Grade = 0 1 2 FULL REPORT ts. Site Information= WB Intersection NW 17 Ave/Flagler St SB Area Type All other areas TH Jurisdiction Miami -Dade LT Analysis Year Future With Project Grade = 1 Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) irking/Hour Bus Stops/Hour 0 5hm NoM Amw =T 1 _ R 3 =L 1 = TR LT L R Grade = 0 'K LTR 2 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 155 1322 282 141 1410 709 163 2 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 0.95 0.95' ' A A A A P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N 0 1 0 1 0 1 0 1 0 �8 r 7edestrian Timing 3.2 1 3.2 1 3.2 WB Only 02 03 104 NB Only NS Perm 07 08 Timing G= 58.0 Y= 5 G= G I G= I G= 11.0 G= 36.0 G= G= Y= Y I Y= IY= 5 Y= 5 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET G�e�erallnformation r Project Description Marlins Ballpark Volume Ad�ustmeirt EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 155 1322 282 141 1410 709 163 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 163 1392 297 148 1484 746 172 Lane Group L T R L T T R ldjusted Flow Rate163 1392 297 148 1484 746 172 Proportion of LT or RT -- 0.000 -- 10.000 0.000 1 ----[0.000 0.000 1 -- ]0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980. 0:980, 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 1.000 1.000 0.952 0.952 1.000 0.950 1.000 _- 0.950 1.000 1.000 Secondary fLT __ 0.159 _ CAPACITY AND LOS WORKSHEET General1 -1-, - f ,011,917MR, on Project Description Marlins Ballpark 12.0 1.000 0.850 2.0 12.0 1.000 EB 1.000 0.850 SB Lane Group 0.48 0.48 L T R L T 0.30 0.30 fLpb R Adjusted Flow Rate 1.000 1.000 -- 1.000 1.000 297 148 1.000 -- fRpb 746 172 Satflow Rate -- 1.000 1.000 -- 1.000 5074 1583 1.000 1.000 Adjusted Satflow 3547 1583 1770 5074 1583 1770 3547 1 1 3547 1583 Secondary Adjusted Satflow N Y -- 296 Y N N CAPACITY AND LOS WORKSHEET General1 -1-, - f ,011,917MR, on Project Description Marlins Ballpark 12.0 2.0 12.0 2.0 12.0 EB WB NB SB Lane Group 0.48 0.48 L T R L T 0.30 0.30 T R Adjusted Flow Rate 855 2452 765 163 1392 297 148 1484 475 v/c Ratio 746 172 Satflow Rate 0.19 0.57 0.39 0.56 1770 5074 1583 1770 3547 Flow Ratio 3547 1583 . , )st Time 12.0 2.0 12.0 2.0 12.0 1 2.0 12.0 Green Ratio 0.48 0.48 0.48 0.43 0.43 0.30 0.30 Lane Group Capacity 855 2452 765 263 1537 1064 475 v/c Ratio 0.19 0.57 0.39 0.56 0.97 0.70 0.36 Flow Ratio 0.09 10.27 10.19 j0.08 10.42 1 1 10.21 0.11 Critical Lane Group N Y N I N Y N N Sum Flow Ratios 0.69 Lost Time/Cycle 10.00 Critical v/c Ratio 0.76 LaneGFoup Opacity, Control - -I and S'D`19rM �p:ation:.*. EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 163 1392 297 148 1484 746 172 Lane Group Capacity 855 2452 765 263 1537 1064 475 v/c Ratio 0.19 0.57 0.39 0.56 0.97 0.70 0.36 Green Ratio 0.48 0.48 0.48 0.43 0.43 0.30 0.30 Iniform Delay d, 17.6 22.1 19.7 23.9 33.1 37.2 33.0 elay Factor k 0.11 0.16 0.11 0.16 0.50 0.50 0.50 0.1 0.3 0.3 2.8 116.1 1 1 3.9, 12.17 xremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 17.8 22.4 20.0 26.7 49.2 41.1 35.1 Lane Group LOS 8 C C C D D D Approach Delay 21.6 47.2 40.0 Approach LOS C D D Intersection Delay 34.9 Intersection LOS C Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 9:28 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 1 3 1 Grade= 0 � _ f 1 I_J 1 ;- EB WB NB Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Gree Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) irking/Hour Bus Stops/Hour 51m NoM Arrow =T =R =L = TR LT LR Grade = 0 = L T R 2 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 403 1136 224 1172 105 169 727 2 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 10.95 0.95 A A A P P A P 2.0 2.0 2.0 2.0 2.0 2.0 n 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N 0 1 0 1 0 1 1 1 1 1 0 1 1 0 1 0 edestrian Timing 3.2 3.2 3.2 EB Only 02 03 04- NS Perm SB Only 07 08 Timing G= 48.0 1 G= G= G= G= 44.0 G= 12.0 G= G= Y= 5 1 Y= Y= I Y= IY= 6 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Ballpark EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 403 1136 224 1172 105 169 727 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 424 1196 236 1234 111 178 765 Lane Group L T R TR L T djusted Flow Rate 424 1196 236 1345 178 765 Proportion of LT or RT 0.000 1 0.083 10.000 10.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 2 0 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 fLU 1.000 0.908 1.000 0.952 1.000 0.952 f, 0.950 1.000 1.000 0.950 1,000 Secondary fL 0.091 iT I -- 11.000 10.850 1 __ I I I -- 10.988 1 1 __ 11.000 1 1 fLpb 1.000 1.000 -- SIB Lane Group L T 1.000 1,000 1.000 fRpb -- 1.000 1.000 Adjusted Flow Rate 424 1196 1.000 -- 1.000 Adjusted Satflow 1770 5074 1583 Satflow Rate 1770 5074 3503 1770 3547 Secondary Adjusted Satflow 1770 -- )st Time 2.0 2.0 2.0 169 12.0 CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark :Capacity qo"Is EB WB NB SIB Lane Group L T R TR L T Adjusted Flow Rate 424 1196 236 1345 178 765 Satflow Rate 1770 5074 1583 3503 1770 3547 )st Time 2.0 2.0 2.0 1 12.0 12.0 2.0 1 Green Ratio 0.40 0.40 0.40 0.37 0.52 0.52 Lane Group Capacity 708 2030 633 1284 328 1833 v/c Ratio 0.60 0.59 0.37 1.05 0.54 0.42 Flow Ratio 0.24 0.24 0.15 0.38 0.07 0.22 Critical Lane Group y N N y y N Sum Flow Ratios 0.69 Lost Time/Cycle 11.00 Critical v/c Ratio 0.76 Lane'0' �- Capacity, # YJ Determination: EB WB NB SB Lane Group L T R TR L T Adjusted Flow Rate 424 1196 236 1345 178 765 Lane Group Capacity 708 2030 633 1284 328 1833 v/c Ratio 0.60 0.59 0.37 1.05 0.54 0.42 Green Ratio 0.40 0.40 0.40 1 0.37 10.52 0.52 Iniform Delay di 28.4 28.3 25.4 38.0 44.3 17.9 .'elay Factor k 0.19 0.18 0.11 0.50 0.14 0.50 1.4 0.5 0.4 38.5 1.8 0.7 :" cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 29.8 28.7 25.8 76.5 46.2 18.6 Lane Group LOS C C C E D 8 Approach Delay 28.6 76.5 23.8 Approach LOS C E C Intersection Delay 43.1 Intersection LOS D Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/12/2008 9:31 PM 1 Analyst LSB Agency or Co. Cathy Sweetapple & �3r} Associates Date Performed 11/11/2008 Time Period Pre -Game 6 - 7 PM Irrtersecfion Geome"tr`v , _.... Grade = 2 0 FULL REPORT '° Sitelnfor�a Intersection Area Type Jurisdiction Analysis Year Grade= 0 __L- Volume In'd Timm ".;In' ut —I - �3r} NB SB LT TH RT LT TH 0 S w North Amw =T R 2 =L TR I = LT ,qlr = L R Grade = 0 NW 14 Ave/NW 7 St All other areas Miami -Dade Future With Project T = LTR 1 1 Volume In'd Timm ".;In' ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 858 71 6 1398 31 4 % Heavy Veh 2 2 2 2 2 2 PHF 10.95 0.95 10.95 0.95 0.95 0.95 Actuated (P/A) P P A P A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N arking/Hour Bus Stops/Hour 0 0 0 0 0 t` pedestrian Timing 3.2 3.2 3.2 EW Perm WB Only 03 04 NB Only 06 07 08 Timing G= 76.0 G= 7.0 G= G= G= 24.0 G= G= G= Y= 5 Y= 3 Y= Y= Y= 5 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle Lenqth C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET 'General Infctrmat�on J �` Project Description Marlins Ballpark Volume Adjustment ' ;� ;. EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 858 71 6 1398 31 4 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 903 75 6 1472 33 4 Lane Group TR L T L R djusted Flow Rate 978 6 1472 33 4 Proportion of LT or RT 0.000 -- 0.077 0.000 -- 0.000 -- -- Saturation Flow°Rate Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 2 0 1 2 1 1 fw 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 0.952 1.000 0.952 1.000 1.000 f T 1.000 - 0.950 1.000 -- 0.950 -- 6econdary fLT _ 0.237 0.859 Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio Iniform Delay d, ,elay Factor k EB TR 978 2220 0.44 0.63 11.2 0.50 W. DS Detenn WB L T 6 1472 457 2601 0.01 0.57 0.73 0.73 9.1 7.3 0.11 0.50 WiMWiM, L 33 354 0.09 0.20 39.1 0.11 0.1 R 4 317 0.01 38.5 0.11 0.0 SB CAPACITY AND LOS WORKSHEET 0.988 General 'Information 1.000 C.ap"ty Analysis.;;..... _ 0.850 EB WB NB SB Lane Group TR L T L R fLpb 1.000 Adjusted Flow Rate 1.000 1.000 1.000 1472 33 4 fRpb 1.000 Satflow Rate 1.000 3506 1770 1.000 1770 1583 3506 1770 3547 2.0 1770 2.0 1583 2.0 Adjusted Satflow Green Ratio 0.63 0.73 0.73 0.20 Secondary Adjusted Satflow 0.20 -- 442 3047 Lane Group Capacity 2220 -- 457 2601 Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio Iniform Delay d, ,elay Factor k EB TR 978 2220 0.44 0.63 11.2 0.50 W. DS Detenn WB L T 6 1472 457 2601 0.01 0.57 0.73 0.73 9.1 7.3 0.11 0.50 WiMWiM, L 33 354 0.09 0.20 39.1 0.11 0.1 R 4 317 0.01 38.5 0.11 0.0 SB CAPACITY AND LOS WORKSHEET General 'Information Project Description Marlins Ballpark C.ap"ty Analysis.;;..... _ EB WB NB SB Lane Group TR L T L R Adjusted Flow Rate 978 6 1472 33 4 Satflow Rate 3506 1770 3547 1770 1583 )st Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.63 0.73 0.73 0.20 0.20 Lane Group Capacity 2220 457 2601 354 317 v/c Ratio 0.44 0.01 0.57 0.09 0.01 Flow Ratio 0.28 0.00 0.41 0.02 0.00 Critical Lane Group N N Y Y I N Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio Iniform Delay d, ,elay Factor k EB TR 978 2220 0.44 0.63 11.2 0.50 W. DS Detenn WB L T 6 1472 457 2601 0.01 0.57 0.73 0.73 9.1 7.3 0.11 0.50 WiMWiM, L 33 354 0.09 0.20 39.1 0.11 0.1 R 4 317 0.01 38.5 0.11 0.0 SB :. -icremental Delay d2 . PF Factor 1.000 1.000 1.000 1.000 1.000 Control Delay 11.8 9.1 8.2 39.2 38.5 Lane Group LOS 8 A A D D Approach Delay 11.8 8.2 39.2 Approach LOS 8 A D Intersection Delay 10.1 Intersection LOS I 8 Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:15 PM F TWO-WAY STOP CONTROL SUMMARY Gefteral�infprr�ation, - - "' Side=lnfo�m`at�on'; Analyst LSB Agency/Co, Cathy Sweetapple & Associates Date Performed 11/11/2008 Analysis Time Period Pre -Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 15 Ave/F/agler St Mlami-Dade Future With Project Project Description Marlins Ballpark East/West Street: Fla ler Street North/South Street: NW 15 Avenue Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 1639 367 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 veh/h 0 0 0 1725 386 Percent Heavy Vehicles 2 -- -- 2 Median Type Undivided RT Channelized 0 0 Lanes 0 0 0 0 2 0 Configuration I T TR Upstream Signal 1 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R .glume veh/h) 99 20 21 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 104 veh/h 21 0 0 0 22 Percent Heavy Vehicles 2 2 0 2 0 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 1 1 0 0 0 1 Configuration L T R Deka Queue, Len' th, and Leel `of Service . `_ Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L T R v (veh/h) 104 21 22 C (m) (veh/h) 253 51 274 v/c 0.49 0.41 0.08 95% queue length 1.90 1.50 0.26 Control Delay (s/veh) 28.8 118.2 19.3 LOS D F C Approach Delay (s/veh) -- -- 43.8 19.3 Approach LOS -- -- E C yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 8:39 PM 1 2 0 Grade = 0 FULL REPORT 1 General3anformat�on -" = Site Information SB Analyst LSB TH Intersection NW 12 Ave/NW 14 St Agency or Co. Cathy Sweetapple & RT Area Type All other areas Associates LT Jurisdiction Miami -Dade Date Performed 11/15/2008 84 Analysis Year Future With Project Time Period Pre -Game 6 - 7 PM 633 122 127 Intersection Geometry;; "` Grade = 0 0 3 1 1171 129 1 2 0 Grade = 0 0 5hnw North Anew =T 0 -R 2 =L TR . LT = L R Grade = 0 *1+11w LTR 1 2 1 r 1 _L 0 5hnw North Anew =T 0 -R 2 =L TR . LT = L R Grade = 0 *1+11w LTR 1 2 1 Volume and Tiffilrig Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 84 189 281 313 633 122 127 630 115 47 1171 129 % Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0:95 10.95 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 Actuated (P/A) A A A A A A A P P A P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N irking/Hour Bus Stops/Hour 0 0 0 1 0 0 0 1 0 1 0 0 pedestrian Timing 3.2 3.2 3.2 3.2 WB Only EW Perm 03 04 Excl. Left NS Perm 07 08 G= 12.0 G= 27.0 G= G= G= 18.0 G= 65.0 G= G Timing = Y= 3 Y= 6 Y= Y= Y= 4 Y= 5 Y= Y= Duration of Analysis (hrs) = 0.25 . Cycle Lenqth C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Informatwn Project Description Marlins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 84 189 281 313 633 122 127 630 115 47 1171 129 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 88 199 296 329 666 128 134 663 121 49 1233 136 Lane Group L TR L TR L T R L TR ,djusted Flow Rate 88 495 329 794 134 663 121 49 1369 Proportion of LT or RT 0.000 -- 0.598 0.000 -- 0.161 0.000 -- 0.000 0.000 -- 0.099 Saturation Fiow Rate - Base Satflow 1900 1900 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 2 1 1 3 0 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV • 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.908 f T 0.274 1.000 -- 0.950 1.000 -- 0.950 1.000 0.950 1.000 secondary fLT _ 0.193 0.655 - 0.108 0.312 __ 0.910 I 1 __ 10.976 1 1 -_ 11.000 10.850 1 __ 10.985 1 fLpb 1.000 1.000 NB 1.000 1.000 NB 1.000 1.000 TR 1.000 1.000 R L TR 1.000 495 L 1.000 794 495 1.000 1.000 121 1.000 1369 Adjusted Satflow 511 3391 1770 1770 3635 1770 1770 3725 1583 1770 4999 2.0 Secondary Adjusted Satflow 2.0 2.0 -- 359 2380 200 2.0 -- 580 0.10 -- CAPACITY AND LOS WORKSHEET Generallnformatiorn Project Description Marlins Ballpark Capacity Analysis'. Lane Group Adjusted Flow Rate Satflow Rate pst Time Green Ratio Lane Group Capacity v/c Ratio Flow Ratio Critical Lane Group Sum Flow Ratios Lost Time/Cycle Critical v/c Ratio Lane Group Adjusted Flow Rate Lane Group Capacity v/c Ratio Green Ratio Iniform Delay d, ,elay Factor k L 88 511 2.0 0.19 99 0.89 0.17 N 0.93 EB WB NB SB TR NB L TR TR L T R L TR T 495 L 329 794 495 134 663 121 49 1369 663 3391 49 1770 3635 654 1770 3725 1583 1770 4999 1729 2.0 514 2.0 2.0 0.76 2.0 2.0 2.0 2.0 2.0 0.38 0.19 0.10 0.30 0.30 0.19 0.62 0.46 0.46 0.62 0.46 0.46 654 0.62 229 1091 53.4 327 1729 735 514 2321 24.4 0.76 11.4 1.44 0.73 0.31 0.41 0.38 0.16 0.10 0.59 0.50 0.15 0.11 0.09 0.22 5.1 0.08 0.18 0.08 0.03 0.27 0.6 N 0.1 Y I N I Y I N I N I N I Y 0.93 16.00 1.05 i�trbi,�l�elay,�and LOS Determination . EB WB NB SB L TR L TR L T R L TR 88 495 329 794 134 663 121 49 1369 99 654 229 1091 327 1729 735 514 2321 0.89 0.76 1.44 0.73 0.41 0.38 0.16 0.10 0.59 0.19 0.19 0.30 0.30 0.62 0.46 0.46 0.62 0.46 55.0 53.4 53.6 43.9 15.8 24.4 21.8 11.4 27.7 0.41 0.31 0.50 0.29 0.11 0.50 0.50 0.11 0.50 56.5 5.1 219.6 2.5 0.8 0.6 0.5 0.1 1.1 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 111.5 58.5 273.2 46.4 16.6 25.1 22.2 11.5 28.8 Lane Group LOS F E F D B C C B C Approach Delay 66.5 112.8 23.5 28.2 Approach LOS E F C C Intersection Delay 56.2 Intersection LOS E Copyright© 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 1:15 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 -�- L {.-- _ r Volume and Timing Input - ��._-L4-4_..T.-t. 1_ _ FULL REPORT Volume and Timing Input - Stte Information WB NB Intersection NW 12 Ave/NW 12 St TH Area Type All other areas TH Jurisdiction Miami -Dade TH Analysis Year Future With Project TH RT Grade= 0 Shm North Mous - - T R 1 TR L T LR Grade = 0 LTR 1 2 Volume and Timing Input - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 966 727 84 554 1653 45 % Heavy Veh 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 10.95 ' Actuated (P/A) A A A P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 Lane Width 12.0 112.0 1 12.0 12.0 12.0 Parking (Y or N) N N N N N N irking/Hour Bus Stops/Hour 0 1 0 1 1 0 1 0 1 1 1 0 `-- pedestrian Timing 3.2 1 3.2 1 3-2 WB Only 02 03 04 NB Only NS Perm 07 08 Timing G= 61.0 G= G= G= G= 10.0 G= 37.0 G= G= Y= 5 Y= Y= Y= Y= 3 Y= 4 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 RT VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Ballpark V:olum03, Ustme i# EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 966 727 84 554 1653 45 PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 1017 765 88 583 1740 47 Lane Group L LT L T TR Ousted Flow Rate 1017 765 88 583 1787 Proportion of LT or RT -- 0.000 -- 0.000 0.000 -- 0.000 0.000 -- 0.026 Saturation Fi6W Rate Base Satflow 1900 1900 1900 1900 1900 Number of Lanes 1 1 1 2 3 0 fw 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.9$0. 0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 1.000 1.000 1.000 1.000 1.000 f T _ 0.950 1.000 -- 0.950 1.000 -- 1.000 Secondary fLT __ __ 0.100 - CAPACITY AND LOS WORKSHEET Gen'e'' r'aInformation Project Description Marlins Ballpark Capac>ky Analysis'. EB WB NB SB 1.000 Lane,Group etermination 1.000 L LT NB L T TR L Adjusted Flow Rate L T 1017 765 10.996 88 fLpb 1787 1.000 1.000 1.000 1.000 1770 1863 1.000 1770 fRPb -- 5566 -- 1.000 -- 1.000 2.0 -- 1.000 2.0 Adjusted Satflow 2.0 1770 1863 1770 3725 0.51 0.51 5566 0.42 Secondary Adjusted Satflow -- 0.51 Lane Group Capacity -- 186 0.42 -- 947 0.31 -- CAPACITY AND LOS WORKSHEET Gen'e'' r'aInformation Project Description Marlins Ballpark Capac>ky Analysis'. Sum Flow Ratios EB WB NB SB Lane Group Lane,Group etermination L LT NB L T TR L Adjusted Flow Rate L T 1017 765 TR 88 583 1787 1017 Satflow Rate 88 583 1770 1863 1787 1770 3725 5566 900 ;est Time 210 1552 2.0 2.0 1716 2.0 2.0 2.0 1.13 Green Ratio 0.42 0.38 0.51 0.51 1.04 0.42 0.42 0.31 0.51 Lane Group Capacity 0.42 0.42 900 947 0.31 210 1552 1716 29.5 v/c Ratio 27.2 24.2 1.13 0.81 41.5 0.42 0.38 1.04 0.50 Flow Ratio 0.11 0.50 0.57 0.41 1 0.05 0.16 0.32 72.5 Critical Lane Group 1.4 0.7 Y N I I Y I N -F Y Sum Flow Ratios 0.95 Lost Time/Cycle 13.00 Critical v/c Ratio 1.06 Lane,Group etermination EB WB NB SB Lane Group L LT L T TR Adjusted Flow Rate 1017 765 88 583 1787 Lane Group Capacity 900 947 210 1552 1716 v/c Ratio 1.13 0.81 0.42 0.38 1.04 Green Ratio 0.51 0.51 0.42 0.42 0.31 Iniform Delay di 29.5 24.6 27.2 24.2 41.5 .elay Factor k 0.50 0.35 0.11 0.50 0.50 72.5 5.3 1.4 0.7 33.4 cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 Control Delay 102.0 29.9 28.5 24.9 74.9 Lane Group LOS F C C I C E Approach Delay 71.1 25.4 74.9 Approach LOS E C E Intersection Delay 65.4 Intersection LOS E copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:14 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 1 2 Grade = I Ron n LN. I., Grade = Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) irking/Hour Bus Stops/Hour 3 0 0 SWm North Mow =T 0 -R 2 '� {I =L 1 = TR LT LR 0 *' = LTR EB I FULL REPORT NB I n LT SiteFlnfo"rmation, RT LSB Cathy Sweetapple & TH Intersection NW 12 Ave/NW 11 St Associates RT Area Type All other areas 11/15/2008 163 Jurisdiction Miami -Dade Pre -Game 6 - 7 PM 131 Analysis Year Future With Project ,try 134 68 3 1 2 I Ron n LN. I., Grade = Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) irking/Hour Bus Stops/Hour 3 0 0 SWm North Mow =T 0 -R 2 '� {I =L 1 = TR LT LR 0 *' = LTR EB I WB NB I SB LT TH RT LT TH RT LT TH RT LT TH RT 163 118 159 131 274 886 134 68 1864 2 2 2 2 2 2 2 2 2 0.95 10.95 10.95 0.95 0.95 0.95 0.95 10.95 0.95 A A A A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 100 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N N I N N N N N 0 1 0 1 1 0 1 0 0 1 1 0 1 0 -' : pedestrian Timing 3.2 3.2 3.2 3.2 EW Perm 02 03 04 NS Perm 06 07 08 Timing G= 35.0 G= G= G= G= 95.0 G= G= G Y= 5 Y= Y= Y= Y= 5 Y= Y= Y= Duration of Analvsis (hrs) = 0.25 Cvcle Length C = 140.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Infor�maX�o_:n „ '' Project Description Marlins Ballpark volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 163 118 159 131 274 886 134 68 1864 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 172 124 167 138 183 933 141 72 1962 Lane Group L T L TR TR L T adjusted Flow Rate 172 124 167 321 1074 72 1962 Proportion of LT or RT 0.000 -- 0.000 0.000 -- 0.570 0.000 -- 0.131 0.000 -- 0.000 Saturation FIoW Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 2 1 2 0 3 0 1 3 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.952 1.000 0.952 0.908 1.000 0.908 f T 0.464 1.000 0.674 1.000 - 1.000 _ 0.233 1.000 _- Secondary fLT -- -- -- __ RT I1.000 I I __ 10.914 I I __ I0.980 I I -- I1.000 fLpb 1.000 1.000 Capacity Analysis 1.000 1.000 WB NB 1.000 Lane Group 1.000 1.000 L TR 1.000 TR 1.000 L T 1.000 Adjusted Flow Rate 172 1.000 Adjusted Satflow 865 3547 1255 3243 72 1962 4974 Satflow Rate 434 5074 Secondary Adjusted Satflow 3243 -- 4974 -- 5074 -- 2.0 2.0 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group L T L TR TR L T Adjusted Flow Rate 172 124 167 321 1074 72 1962 Satflow Rate 865 3547 1255 3243 4974 434 5074 cst Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.25 0.25 0.25 0.25 0.68 0.68 0.68 Lane Group Capacity 216 887 314 811 3375 294 3443 v/c Ratio 0.80 0.14 0.53 0.40 10.32 0.24 0.57 Flow Ratio 0.20 0.03 0.13 0.10 0.22 0.17 0.39 Critical Lane Group Y N N N N N Y Sum Flow Ratios 0.59 Lost Time/Cycle 10.00 Critical v/c Ratio 0.63 Lange Group .Capacity, l�o�trol, Delay, "and LOS Determination EB WB NB SB Lane Group L T L TR TR L T Adjusted Flow Rate 172 124 167 321 1074 72 1962 Lane Group Capacity 216 887 314 811 3375 294 3443 v/c Ratio 0.80 0.14 0.53 0.40 0.32 0.24 0.57 Green Ratio 0.25 0.25 0.25 0.25 0.68 0.68 0.68 Iniform Delay di 49.2 40.8 45.4 43.7 9.2 8.7 11.8 jelay Factor k 0.34 0.11 0.13 0.11 0.50 0.50 0.50 18.5 0.1 1.7 0.3 0.2 2.0 0.7 icremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 67.7 40.9 47.2 44.0 9.5 10.6 12.5 Lane Group LOS E D D D A 8 8 Approach Delay 56.4 45.1 9.5 12.4 Approach LOS E D A 8 Intersection Delay 19.0 Intersection LOS 8 Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:13 PM Grade = 0 1 2 0 Grade= 0 Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) .irking/Hour 0 Show Nath tura- =T 1 -R 2 =L =TR LT LR �r Grade = 0 = L [K 2 0 FULL REPORT EB Gerieral•Informat�on NB Site'Information , LT Analyst LSB Cathy Sweetapple & RT Intersection NW 12 Ave/NW 7 St Agency or Co. Associates LT Area Type All other areas Date Performed 11/15/2008 TH Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM 158 Analysis Year Future With Project lttersection_ Geomet, ,: . -` ` "' 597 1 2 1373 Grade = 0 1 2 0 Grade= 0 Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width Parking (Y or N) .irking/Hour 0 Show Nath tura- =T 1 -R 2 =L =TR LT LR �r Grade = 0 = L [K 2 0 EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH I RT 397 253 158 556 101 597 28 1373 933 2 2 2 2 2 2 2 2 2 0.95 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 A A A A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 0 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N N N Bus Stops/Hour 10 10 1 1 10 10 1 10 `•� ),,edestrian Timing Project Description Marlins Ballpark 3.2 3.2 3.2 3.2 EB EB Only NB WB Only 03 04 Thru & RT 06 07 08 Timing G= 28.0 TH G= 33.0 G= G= G= 44.0 G= G= G= 397 Y= 5 158 Y= 5 Y= Y= Y= 5 Y= Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Informat�pn Secondary fLT Project Description Marlins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 397 253 158 1 556 101 1.000 597 28 1373 933 PHF 0.95 0.95 0.95 1.000 0.95 0.95 0.980 0.95 0.95 0.95 0.95 Adjusted Flow Rate 418 266 166 0.980 585 106 1.000 628 29 1445 982 Lane Group L LTR 1.000 T R fp TR 1.000 T R Adjusted Flow Rate 418 432 585 106 657 1.000 1.000 1445 982 1.000 Proportion of LT or RT 0.000 -- 0.384 0.000 -- 0.000 0.000 -- 0.044 0.000 -- 0.000 1.000 Saturation. Flow Rate B S to 1900 1900 1.000 1.000 1900 1900 1.000 1900 1900 1900 Secondary fLT ase a ow Number of Lanes 1 2 0 2 1 2 0 2 1 fw 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' fHv 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fLu 1.000 0.952 0.952 1.000 0.952 0.952 1.000 0.950 1.000 1.000 1.000 1.000 Secondary fLT CAPACITY AND LOS WORKSHEET General Information ; 0.942 Capacfy :Ana'lysis 1.000 0.850 NB 0.993 Lane Group L 1.000 0.850 AT T R TR T R Adjusted Flow Rate 418 432 fLpb 1.000 1.000 657 1.000 1445 1.000 Satflow Rate 1770 1.000 fRPb -- 1.000 -- 1.000 1.000 -- 1.000 .ost Time -- 1.000 1.000 Adjusted Satflow 1770 3342 2.0 3547 1583 2.0 3523 Green Ratio 0.23 3547 1583 Secondary Adjusted Satflow 0.28 0.28 -- 0.37 -- 0.37 0.64 Lane Group Capacity 413 780 -- CAPACITY AND LOS WORKSHEET General Information ; Project Description Marlins Ballpark Capacfy :Ana'lysis EB WB NB SB Lane Group L LTR T R TR T R Adjusted Flow Rate 418 432 585 106 657 1445 982 Satflow Rate 1770 3342 3547 1583 3523 3547 1583 .ost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.23 0.23 0.28 0.28 0.37 0.37 0.64 Lane Group Capacity 413 780 975 435 1292 1301 1016 v/c Ratio 1.01 0.55 0.60 0.24 0.51 1.11 0.97 Flow Ratio 0.24 0.13 0.16 0.07 0.19 0.41 0.62 Critical Lane Group Y N Y N N Y N Sum Flow Ratios 0.81 Lost Time/Cycle 15.00 Critical v/c Ratio 0.92 Lane Group,Capacity, Control Delay, and LOS Determination EB WB NB SB Lane Group L LTR T R TR T R Adjusted Flow Rate 418 432 585 106 657 1445 982 Lane Group Capacity 413 780 975 435 1292 1301 1016 v/c Ratio 1.01 0.55 0.60 0.24 0.51 1.11 0.97 Green Ratio 0.23 0.23 0.28 0.28 0.37 0.37 0.64 Vorm Delay d, 46.0 40.5 37.8 33.8 29.6 38.0 20.3 Delay Factor k 0.50 0.15 0.19 0.11 0.50 0.50 0.50 zlcremental Delay d2 47.4 1 0.9 1.0 0.3 1.4 61.1 21.2 PF Factor 1.000 1.000 1.000 1.000 1,000 1.000 1.000 Control Delay 93.4 41.4 38.8 34.1 31.0 99.1 41.5 Lane Group LOS F D D C C F D Approach Delay 66.9 38.1 31.0 75.8 Approach LOS E D C E Intersection Delay 62.2 Intersection LOS E Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/15/2008 1:12 PM TWO-WAY STOP CONTROL SUMMARY General°information Site -Information ' .. Analyst Agency/Co. Cathy Sweetapple & Associates Date Performed 11/8/2008 Analysis Time Period Pre -Game 6 - 7 PM Intersection Jurisdiction Analysis Year NW 12 Ave/NW 3 St Mlami-Dade Future With Project Project Description Marlins Ballpark East/West Street: NW 3 Street North/South Street: NW 12 Avenue Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehiole Volumes.and;gd ustr�n�nfs Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 294 650 55 67 643 693 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 22 veh/h 29 41 0 0 0 Percent Heavy Vehicles 2 -- --1 2 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 0 2 0 0 2 0 Configuration LT TR LT TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R .glume veh/h) 21 28 39 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 70 veh/h 676 729 309 684 57 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR Deka ,Queue Len`' fh, and,Lev_e�of,8ervic� Approach . Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LT LTR v (veh/h) 309 70 92 C (m) (veh/h) 482 862 19 v/c 0.64 0.08 4.84 95% queue length 4.44 0.26 12.00 Control Delay (s/veh) 24.9 9.5 2136 LOS C A F Approach Delay (s/veh) -- -- 2136 Approach LOS -- -- F yright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11112/2008 9:32 PM Analyst Agency or Co. Date Performed Time Period Grade = 0 0 1 0 Grade = -� Grade = 0 5hax Nath kw T 0 -R 3 =L 1 =TR L T LR Grade = 0 = L [K 2 1 EB WB NB SB LT TH RT LT TH RT LT TH RT _ LT TH RT 0 31 30 118 1867 148 1550 52 478 117 2 2 2 2 2 2 2 2 2 2 0.95 0.95 0.95 10.95. 0.95 0.95 10.95 0.95 1 0.95 0.95 P P P A A A P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 3 3.0 3.0 3.0 3.0 3.0 3.0 0 0 0 0 0 100 0 0 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 N N N N N N N N Volume (vph) % Heavy Veh PHF Actuated (P/A) Startup Lost Time Extension of Effective Green Arrival Type Unit Extension Ped/Bike/RTOR Volume Lane Width .irking/Hour Bus Stops/Hour 0 1 1 0 1 0 0 1 0 1 1 0 `edestrian Timing 3.2 3.2 3.2 3.2 TH EW Perm 02 03 04 Thru & RT 06 1 07 08 Timing G= 55.0 G= G= 1Y= G= G= 57.0 G= G= G= 118 Y= 4 Y= Y= Y= 4 Y= 1Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Marlins Ballpark Volume Adjustment Volume PHF Adjusted Flow Rate Lane Group Adjusted Flow Rate Proportion of LT or RT Saturation Flow F Base Satflow Number of Lanes fw fHV f9 fp fbb fa feu T Secondary fLT EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 0 31 30 118 1867 148 1550 52 478 117 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 33 32 124 1965 51 1632 55 503 123 LTR L TR T R TR 65 124 2016 1632 55 626 0.000 -- 0.492 0.000 -- 0.025 0.000 -- 0.000 0.000 -- 0.196 1900 1900 1900 1900 1900 1900 0 1 0 1 3 0 2 1 2 0 1.000 1.000 1.000 1.000 1.000 1.000 0.980 0.980 0.980 0.980 0.980 0.980 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000. 0.908 0.952 1.000 0.952 1.000 0.706 1.000 _ 1.000 _ 1.000 -- -7 Genera'I Information 0.934 Capacity Analysis 0.996 WB NB 1.000 0.850 0.971 ff TR T R TR Adjusted Flow Rate 65 fLpb 2016 1.000 1.000 9.000 626 1.000 Satflow Rate 1.000 fRPb -- 1.000 -- 1.000 -- 1.000 1.000 -- 1.000 Adjusted Satflow 2.0 1739 1315 5055 2.0 3547 1583 3442 Secondary Adjusted Satflow 0.46 -- 0.47 0.47 -- 0.47 -- 797 CAPACITY AND LOS WORKSHEET Genera'I Information Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 65 124 2016 1632 55 626 Satflow Rate 1739 1315 5055 3547 1583 3442 ,bst Time 2.0 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.46 0.46 0.46 0.47 0.47 0.47 Lane Group Capacity 797 603 2317 1685 752 1635 v/c Ratio 0.08 0.21 0.87 10.97 0.07 0.38 Flow Ratio 0.04 0.09 0.40 0.46 0.03 0.18 Critical Lane Group N N Y Y N N Sum Flow Ratios 0.86 Lost Time/Cycle 8.00 Critical v/c Ratio 0.92 -Lane Group Capacity, Control'Delay, and LOS Determination EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 65 124 2016 1632 55 626 Lane Group Capacity 797 603 2317 1685 752 1635 v/c Ratio 0.08 0.21 0.87 0.97 0.07 0.38 Green Ratio 0.46 0.46 0.46 0.47 0.47 0.47 niform Delay d, 18.3 19.4 29.3 30.6 17.1 20.2 Delay Factor k 0.50 0.11 0.40 0.50 0.50 0.50 " ricremental Delay d2 0.2 0.2 3.9 15.6 0.2 0.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 18.5 19.6 33.2 46.3 17.3 20.9 Lane Group LOS 8 8 C D e C Approach Delay 18.5 32.4 45.3 20.9 Approach LOS 8 C D C Intersection Delay 35.4 Intersection LOS D El Copyright © 2005 University of Florida, All Rights Reserved HCS+7M Version 5.2 Generated: 11/15/2008 1:11 PM FULL REPORT General Information - Site Information Analyst LSB Cathy Sweetapple & Intersection SW 12 Ave/SW 1 St Agency or Co. Associates Area Type All other areas Date Performed 11/11/2008 Jurisdiction Miami -Dade Time Period Pre -Game 6 - 7 PM Analysis Year Future With Project Intersection Geomet ` Grade = 0 2 1 _J_ GradeC Grade = Stm Nalh Amory �- _- s'_ L L 1- f -- - - �- -T-i- = TR Grade = 0 i �__i__- '- "j -r -i _ f _-� T � - = LT _LR Grade = 0 = L T R 4rr �j 2 1 Volume and Timin .In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 245 881 167 1413 66 109 477 % Heavy Veh 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Actuated (P/A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N �rking/Hour Bus Stops/Hour 0 0 0 0 0 0 ?edestrian Timing 3.2 3.2 ._ 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET EB Only 02 03 04 SB Only NS Perm 07 08 Timing G= 45.0 G= G= G= G= 13.0 G= 51.0 G= G= Y= 4 Y= Y= Y= Y= 3 Y= 4 Y= Y= Duration of Anal sis hrs = 0.25 Cycle Length C = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Ballpark Volume Ad�ue#mend EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 245 881 167 1413 66 109 477 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 258 927 176 1487 69 115 502 Lane Group L TR T R L T djusted Flow Rate 258 1103 1487 69 115 502 Proportion of LT or RT 0.000 -- 0.160 -- 0.000 -- 0.000 0.000 -- 0.000 Saturation Flow Rate` Base Satflow 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 0 2 1 1 2 fw 1.000 1.000 1.000 1.000 1.000 1.000 fHv 0.980 0.980 0.980. 0.980.0.980 0.980 f 9 1.000 1.000 1.000 1.000 1.000 1.000 f P 1.000 1.000 1.000 1.000 1.000 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 1.000 feu 1.000 0.908 0.952 1.000 1.000 0.952 f T 0.950 1.000 -- -- 1,000 _ 0.950 1.000 -- Secondary fLT __ __ __ 0.074 r CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark 0.976 12.00 EB WB NB SB 1.000 10.850 L TR 1.000 NB SB Lane Group L T R L T Adjusted Flow Rate 258 1103 L T 1.000 1.000 1487 69 115 502 1.000 1770 1.000 1.000 502 fLpb Lane Group Capacity 664 3547 1583 1770 3547 bst Time 2.0 2.0 254 1980 v/c Ratio 1.000 2.0 2.0 2.0 2.0 1.000 1.000 0.38 1.000 0.25 fRPb -- 0.38 0.43 -- 0.56 0.56 -- Lane Group Capacity 664 -- 0.56 0.56 1770 4953 1507 673 254 1980 3547 1583 1770 3547 13.6 Adjusted Satflow relay Factor k 0.11 0.99 0.10 0.45 0.25 Flow Ratio 0.15 0.22 0.11 0.50 Secondary Adjusted Satflow 0.4 -- 0.04 0.06 -- Critical Lane Group -- 138 1.3 -- CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity -A- -1 12.00 EB WB NB SB Lane Group L TR WB NB SB Lane Group L T R L T Adjusted Flow Rate 258 1103 L T Adjusted Flow Rate 258 1487 69 115 502 Satflow Rate 1770 4953 115 502 Lane Group Capacity 664 3547 1583 1770 3547 bst Time 2.0 2.0 254 1980 v/c Ratio 0.39 2.0 2.0 2.0 2.0 Green Ratio 0.38 0.38 0.45 0.25 Green Ratio 0.38 0.43 0.43 0.56 0.56 Lane Group Capacity 664 1857 0.56 0.56 Jniform Delay d, 27.4 1507 673 254 1980 v/c Ratio 0.39 0.59 23.2 13.6 relay Factor k 0.11 0.99 0.10 0.45 0.25 Flow Ratio 0.15 0.22 0.11 0.50 0.4 0.42 0.04 0.06 0.14 Critical Lane Group N Y 1.3 0.3 Y N Y N Sum Flow Ratios 0.71 Lost Time/Cycle 12.00 Critical v/c Ratio 0.79 Lane Group Capacity, Contr�oLDelay and LOS Determination EB WB NB SB Lane Group L TR T R L T Adjusted Flow Rate 258 1103 1487 69 115 502 Lane Group Capacity 664 1857 1507 673 254 1980 v/c Ratio 0.39 0.59 0.99 0.10 0.45 0.25 Green Ratio 0.38 0.38 0.43 0.43 0.56 0.56 Jniform Delay d, 27.4 30.2 34.2 20.7 23.2 13.6 relay Factor k 0.11 0.18 0.50 0.50 0.11 0.50 0.4 0.5 20.2 1 0.3 1.3 0.3 ' 1cremental Delay d2 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 27.8 30.7 54.4 21.0 24.5 13.9 Lane Group LOS C C D C C B Approach Delay 30.1 52.9 15.9 Approach LOS C ID B Intersection Delay 37.7 Intersection LOS D Copyright© 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/12/2008 8:43 PM V Future with Project P,re-Game Peak Hour - 6i to 7'PM Post�I�Game Pedk l,Ii1()ur — 9:30 �lto 10,130 PM Intersection Locations ... .. . . . . . ... .. ..... .... ................... . .. . Pre -Game Peak —W1 7 4 ve'—a t"-, —NW -S o—u't- -h R-' i -v -e r —Dr-', 6 to 7 PM NW 17 Ave at NW 7 St 6 to 7 PM NW 17 Ave at NW 3 Sit to 7 PiM NW 17 Av��, �Fla jer St 6 t,o.,,71PM,.,,,.--..,-,,, . ............. SW 17 Ave at SW 1 St NW 14 Ave at NW 7 St St 7 6 to 7 PM Not I U LL, TIM 6 to 7 PM MI 0 Mol M . a t o 7'PM 1191#5 W 6to 7 PM I RISIM 6 to 7'PM General Information Site Information Ana�yst LSB Intersection NW 17 A veINW South River Agency or Co. Cathy Sweetapple & Dr Associates Area Type All other areas Date Performed 1111212008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project Intersection Gegmft. Grade 0 1 2 Grade 0 ShDw N" Amw A—L T 0 R L J, 0 I R j LT Grade= 0 if 4 LR Grade 0 A, LTR Volume and Timing Input EB WB NB . .. .................. . . . .... S,B LT TH RT LT TH RT LT TH RT LT ---�T TH Voiume (vph) 19 31 4 2 23 1090 520 —,RT 17 % Heavy Veh 2 2 2 2 2 2 2 2 P,HF 0.95 0.95 O�95 O�95 O�95 0.95 0,95 6. j5 Actuated (P/A), A" A A A A P P P Startup Lost Time 2.o ZO Z 0, 2.0 IZO 2,0 2,0 Extension of Effective Green 2 0 2�O 2.0 ZO 2.0 2�O 2,0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3,0 3.0 3,0 3.0 3. 0 3.0 3� 0, Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 Lane Width IZO 12�0 12.0 IZO 12.0 12�O 12�0 Parking (Y or N) N N N N N N N N irking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 fLpb fRpb Adjusted Satflow Secondary Adjusted Satflow CAPACITY AND LOS WORKSHEET 0.916 Project Description Marlins Ballpark -Capacity Analysis 1.000 1 1 1.000' L 1.000 10.850 L 1.000 imo 1.000 R 1.000 1.000 53 1,000 2 1M0 1147 1.000' 547 18 1.000 1529 1.000 1,000 1863 1529 835 1770 ] 1863 3547 1863 )st Time 3547 1583 CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark -Capacity Analysis EB WB N13 813 Lane Group LR L T L T T R Adjusted Flow Rate 53 4 2 24 1147 547 18 Safflow Rate 1529 1770 1863 835 1863 3547 1583 )st Time 2.0 2.0 2.0 2.0 2,0 2.0 2.0 Green Ratio0.67 0.17 0.1'7 0.17 O.67 0.67 0.67 i Lane Group Capacity 255 295 311 557 1242 2365 1055 v/c Ratio D.21 0.01 0.01 0.04 10.92 0,23 0.02 Flow Ratio 0.03 0.00 0.00 0.03 0.62 0.15 0.01 Critical Lane Group y N N N y N N Sum Flow Ratios 0,65 Lost Time/Cycle MOO Critical v/c Ratio 0.78 Lane Group Capacity, Control Delay, and LOS Determination EB WB N13 SB Lane Group LR L T L T T R Adjusted Flow Rate 52 4 2 24 1147 547 is Lane Group Capacity 255 295 311 557 1242 2365 1055 v/c Ratio 01.21 01.011 0.01 0.04 0.92 013 0.02 Green, Ratio 0.1'7 '0.17 0,17 0.67 0,67 0.67 0.67 Iniform Delay d, 21.6 20.9 20.9 3.4 8.7 3.9 3.4 elaiy Factor k 041 OJI 0.11 0.11 0.50 0.50 MO 0-4 ---] 0.0 0. 0 O. 0.2 1 0.0 icremental Delay d2 PF Factor IM0 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 22.0 M9 W9 3.5 214 4.2 3.4 Lane Group LC C C C A C A A Approach Delay 2,2.E 20.9 21.1 4.1 Approach LOS C C C A Intersection Delay- 15.8 Intersection LOS B Copyright@ 2005 University of Florida, All Rights Reserved HCS+TM Version 5,2 Generated: 111150008 2:08 PM FULL REPORT General Information Site Information Analyst LSB Intersection NW 17 AveONW 7 St Agency or Co. Cathy Sweetapple & Area Type All other areas Associates Jurisdiction Miami-bade Date (Performed 11/15/2008 Analysis Year Future With Project Time Period Post- arne 9:30 - 10:30 PNk>1° Intersection Geometty Grade - 0 ............. 0 3 ! ${ Grade = 0 StMiiarMAf1'cw e c C = R 2 4 .1 -i'J- _ .. 2 tl p x Grade = 0 � " l � �� i i��LT r f LR if Grade 0 �'' - LAR 1 3 0 Volume and Timing Input EB WB NB BB LT TH RT LT TH RT LT TH RT LT TH RT' Volume (vph) 63 288 109 31 356 1119 111 1370 37 77 165 26 % Heavy Veli 2 2 2 2 2 2 2 2 2 2 2 2 PH F 0.95 0.95 0,95 0,95 0.95 0.95 0.95 0.95 O.95 0.95 9.95 0.95 Actuated (P/A) A A A. A A A A P P A P P Startup Last Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective G'r'een 2,0 2.0 2.0 2.0 2.0 2.0 20 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3�0 3,0 3.0 3.0 f''edfBikelRTOR Volume 0 0 0 0 I 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking (Y or til) N N N N N N N N irking/Flour Bus Straps/Hour 0 0 0 0 0 0 0 0 -ledestrian Timinq 3.2 3,2 I 3.2 r 3.2 Excl. Left EW Perm 03 04 Excl. Left NS Perm 07 08 5.0 G= 60.0 G G G= 5,0 G= 34.0 G GMnIG= ® 3 Y= 5 Y= Y® Y= 3 Y= 5 Y= Y= uratlon of alysis (Fars ) = 0.25 0� 95 Cycle Length C = IWO VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marfins Ballpark Volume Adjustment EB WB NIB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 63 288' 109 31 366 1119 111 1370 37 77 165 26 PHF 0� 95 0.95 0, 95 0.95 0.95 0.95 0,95 0,95 0.95 0.95 0 95 O� 95 Adjusted Flow Rate 66 303 115 33 385 1178 117 1442 39 81 174 27 Lane Group L TR L TR L TR L TR .djusted Flow Rate 66 418 3 3 1563 117 1481 81 201 Proportion of LT or RT 0,000 -- 0.275 0,000 0.754 110.000 -- 0.026 0.000 - 0.134 Saturation Flow Rate ........ . ......... . Base Satfiow 1900 1900 1900 1,900 19010 1900 1900 1900 Number of Lanes 1 2 0 1 2 0 1 3 0 1 3 0 fw IMO 1.000 1,000 IMO 1.000 1,000 1.000 1,000 f1dv 0,980 0.9160 OMO 0,980 0.980 0.980 0.980 0.980 f9 1.000 1M0 1.000 1,0010 1.000 1.000 1.000 1.000 fp 1M0 1.000 1.000 1.00'0 1.000 1M0 1.000 1.0'00 fbb 1M0 1.000 IMO 1M0 1.000 1.000 1.000 1.000 f, IMO IMO 1.0100 1.000 1.000 1.000 1,000 1.000 fLu 1.000 0.952 IMO 0,952 1.000 0.908 1.000 OMB f, T 10.950 1.000 0.950 IMO 0.950 1M0 0.950 1,000 Secondary fLT 0.063 0.063 0.441 0.558 0.108 V 1 10M7 1 1 10.996 1 10MO,mm.I--10.959 fLpb CAPACITY AND, LOS, WORKSHEET 1.000 1.000 1.000 1.000 L 1.000 1.000 L 1.000 1.001 L fRpb - 1.000 TR - 1.000 66 418 1.000 33 -- 9.000 117 Adjusted Satflow 1770 3400 201 1770 3146 1770 1770 5054 . .. ....... - 1770 4972 1770 Secondary Adjusted Satflow 118 216 4972 821 )st Time mmw1040 2.0 2.0 201 2.0 CAPACITY AND, LOS, WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB SB Lane Group L TR L TR L TR L TR Adjusted Flow Rate 66 418 33 1563 117 1481 81 201 Satflow Rate 1770 �34 00 1770 3146 1770 5054 1770 4972 )st Time ZO 2.0 2.0 2.0 2.0 ZO ZO 12.0 Green Ratio 0,57 0,.50 0.57 0.50 0,.35 8.28 0.35 0.28 Lane Group Capacity 136 1700 505 1573 395 �432 136 1409 v/c Ratio 049 0.25 0.07 0.99 0.30 1.03 0.60 0.14 Flow Ratio 0.04 0.12 0.02 0.50 0.04 0.29 0.04 0 04 u Critical Lane Group y N N y y y N lel Sum Flow Ratios OW Lost Time/Cycle 20.070 C1 1.04 Lane Group Capacity, Control Delay, and LOS Determination EB WB N6 SB Lane Group L TR L TR L TR ......... ..... .. ..... L TR Adjusted Flow Rate 66 418 33 1563 117 1481 81 201 Lane Group Capacity 136 1700 505 1573 395 1432 136 1409 v/c Ratio 049 0.25 0.07 0.99 a30 1.03 0.60 07.14 Green Ratio 0,57 0.507 0.57 0.50 0.3'5 0.28 O 35 O', 28 Iniform Delay d, 23.6 17.1 11.8 29.8 28.5 43.0 31.3 32.1 ,elay Factor k 041 0.11 1 011 0.50 0.11 0.50' 0,1'8 050 r1 Z7 0.1 1 0J 21.1 1 0.4 133.1 6 d --I icremental Delay d2 PF Factor 1.000 ..... ........ . 1.000 1.000 1X00 1.000 1.000 .. .......... 1.000 1.000 Control Delay 26.3 17.2 11.6 50,9 28.9 76.1 3&2 32.3 Lane Group LOS C 8 B D C E D C Approach Delay 18.4 50.1 72.6 34.0 Approach LOS 8 D E C Intersection Delay 54.2 Intersection LOS I Copyright 0 2005 University of Florida, All Rl5hts Reserved HCS+Tm Version 5,2 Generated: 1111512008 2:06 PM rff FnF1Fq.ff-3-&T!1_i General Information Site Information Analyst LS B Cathy Sweetapple & Intersection NW 17 AvelFlagler St Agency or Co. Associates Area Type All other areas Date Performed 1111512008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project Intersection Geomet!y Grade := 0 1 2 Grade= 0 Shag North Arrow A -d- T (A A R 3 L 'IJ T R Grade L T LR Grade 0 LTR 1 2 Volume and Timing Input EB WB NiB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 67 1163 112 76 326 1707 67 % Heavy Veh 2 2 2 2 2 2 2 PHIF 0,95 0.95 0.95 0.95 0.95 0,95 0.95 Actuated {PIA) A A A A P P P Startup Lost Time 2.0 2.0 ZO 20 ZO 2.0 2.0 Extension of Effective Green 2,0 ZO 2.0 2,0 2.0 1 ZO 2,0 Arrival Type 3 3 3 3 3' 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 01 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 120 12-0 Parking (Y or N) N N N N N N 3rking/Hour Bus Stops/Hour 0 0 0 0 0 0 -ledestrian TimiEL�. 3'r2 3.2 WB Only 02 03 04 NB Only NS Perm Timing G 3.1.0 G = G = G, = G = 9.0 G = 58.0 LY� �=5 _ Y = Y = Y= Y= 5 Y= 5 Mratinn r)f Ann1vqiq ffirql = n, 9 f �,,A11 mn 08 07 G I G Y fv- C IMO VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marfins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT Tit RT LT TH RT LT TH RT Volume 67 1163 112 76 326 1707 67 Ply 0.95 0.95 0.95 0.95 0.95 0,95 0.95 Adjusted Flow Rate 71 1224 118 80 343 1797 71 Lane Group L T R L - T - ----------- ... T R ,djusted Flow Rate 71 1224 118 80 343 1797 71 Proportion of LT or RT -- 0.000 0,000 -- 0.000 0.000 10,000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2 2 1 fW 1,000 1.000 1, 000 1.000 1.000 1.000 1.000 fHV' 0.980 OMO 0,980 OMO 0.980 . ........... 0.980 OMO IMO IMO 1.000 1.000 1.000 IMO 11.000 f 1.000 1.000 1,000 1,000 IO M 1O 1.000p 1.000 fbb 1,000 1,000 1M0 IMO 1.000 1.000 1.000 f. 1.000 1.000 1M0 1.000 1,000 IMO 1.000 fLu 1,000 0.908 1.000 1.000 0.952 0.952 1.000 T 0.950 1.000 0.950 IMO 1M0 Secondary fLT O�063 'T fLpb fRpb Adjusted Satflow Secondary Adjusted Satflow General Information Project Description Martins Ballpark Capacity Analysis 1118 1 1 -- 1,000 0.850 1.000 1,000 1,000 13547 11583 EB WB 1.000 0.850 NB 1.000 Lane Group lmo 1.000' T 1.000 1,000 T T R lmo 1.000 1.000 71 1224 118 80 1770 15074 11583 1770 3547 Satflow Rate General Information Project Description Martins Ballpark Capacity Analysis 1118 1 1 -- 1,000 0.850 1.000 1,000 1,000 13547 11583 EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 71 1224 118 80 343 1797 71 Satflow Rate 1770 5074 1583 1770 3547 3547 1583 )st Time ZO 2.0 2.0 20 ZO ZO 2'.0 Green Ratio 0.32 0.32 0.32 0.60 0.60 0,48 048 Lane Group Capacity 560 1607 501 195 2128 1714 765 v/c Ratio 0.13 0.76 0.24 0.41 0.16 1,05 .0.09 Flow Ratio 0.04 0.24 0.07 0.05 0,10 0,51 0.04 Critical Lane Group N Y N Y N Y N I Sum Flow Ratios 0,79, Lost Time/Cycle 15.00 Critical v/c Ratio 0.91 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane Group L T R L T T R Adjusted Flow Rate 71 1224 118 80 343 1797 71 Lane Group Capacity 560 1607 501 195 2128 1714 765 v/c Ratio 0.13 0.76 0.24 0.41 0.16 1,05 .0.09 Green Ratio . . .. 0.32 0,32 O�32 0.60 0.60 0.48 0,48 Iniform Relay di 29.2 . 36.9 . 30.3 . ......... 25.2 . . . ...... -.. 10.6 -.- 31.0 16.8 clay Factor k 0.11 0.31 0.11 0J1 0.50 0.50 0,50 0A 2.2 0,2 1.4 0.2 35� 7 - 0,2 ic:remental Delay d2 PF Factor 1.000 1.000 1,000 1,000 1M0 1.000 1.000 Control Delay 29.3 39.1 30.5 26.6 10.8 66.7 17.0 Lane Group LOS C C C B E B, Approach Delay 37.9 13.8 64.6 Approach LOS D B E Intersection Delay 48.7 Intersection LOS D Copyright @ 2005 University of Rorida, AH Rights Reserved HCS+Tm Version 5,2 Generated: 11/1512008 2:07 PM 7-JuRIFF-Iff -7&-Tr-:Fi General Information Site Information Analyst LSB Intersection SIN 17Ave1SIN I St Agency or Co. Cathy Sweetapple Area Type All other areas Date Performed Associates 1111512008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project Geometry -Intersection Grade 0 2 1 Grade Show NoM Amw T R 3 L T R Grade= 0 j, LT 4 L R Grade 0 11'r LTR 2 0 Volume and Timm Mn est EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 128 539 131 354 46 90 1063 ,% Heavy Vein 2 2 2 2 2 2 2 PF 01.95 0.95 0.95 01.95 10.95 0,95 0.95 Actuated (PA) A A A P P A P Startup Lost Time 2,0 2.0 2.0 1 2.0 ZO 2,0 Extension of Effective Green 2.0 2.0 2.0 2.0 2,0 ZO Arrival Type 3 3 3 3 3 3 Unit Extension 3,0 3.01 3.01 3.01 3.0 3.0 Ped/Bilke/RTOR Volume 0 0 0 0 0 0 0 0 1 Lane Width 12.01 12.01 12.0 12.0 '12.0 12.01 ..Parking (Y or N) N N N N N N irking/Hour Bus Stops/Hour 0 6 0 0 01 0 -ledestrian Timina 1 3.2 1 1 3.2 1 3.2 EB Only 02 03 04 NS Perm SB Only 07 08 G= 35.0 G= G= G = G = 29.0 G= MO G= G Timing 1063 PHF 0.95 0.95 0.95 Y= 5 Y= Y= Y= Y= 6 Y= 5 Y= Duration of Anel y2!Lj���. 135 Cycle Length C = 90.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 128 539 131 354 i 46 go 1063 PHF 0.95 0.95 0.95 0.95 0.95 10.95 O.95 Adjusted Flow Rate 135 567 138 373 48 95 1119 Lane Group L T R TR L T .djusted Flow Rate 135 567 138 421 95 1119 Proportion of LT or RT 10-000 1 -- 0.000 1 0,000 F.114 0, OMO Saturation Flow Rate Base Satflow 1900, 1900 1900 1900 1900 1900 .. ............. Number of Lanes 1 3 1 2 0 1 2 fW 1.000, 1.000 1.000 1.000 1.000 1,000 fav 0.980 0,980 0.980 0,980 0,980 0.980 `9 IMO 1,000 1.000 1.000 1.000 1.000 1P 1.000 1,000 1.000 1.000 1.000 1,000 fbb 1.000 1.000 1.000 1.000 IMO IMO f , 1.000 1.000 1.000 1,000 1.000 1.000 frau:....1.000 0.908 1.000 0.952 1,000 0.952 0,950 1,000 1.000 0.950 1.000 Secondary fLT 0.445 CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB S8 Adjusted Flow Rate 135 567 138 421 95 1119 Satflow Rate 1770 5074 1583 3486 1770 3547 Green Ratio O39 039 039 0.32 0.50 OM Lane Group Capacity 688 1973 616 1123 582 1774 Flow Ratio 0.08 0.11 O 09 J O 12 OM 032 Sum Flow Ratios O43 Lost Time/Cycle MOO Critical v/c Ratio 0.46 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 135 567 138 421 95 1119 i Lane Group Capacity 688 1973' 616 1123 582 1774 v/c Ratio 0,20 O29 O 22 0.37 O 16 O63 Green Ratio 0.39 039 0.39, 0,32 0.50 0.50 iniform Delay di 18.2 1&9 18.4 23.5 14.6 16,4 0.1 1 170 icremental Delay d2 PF Factor Control Delay 1M0 18,3 1.000 MO 1.000 M6 1.000 24.5 11,000 14.7 imo 18.1 Lane Group LO,S B B B B B Approach Delay Approach LOS 18,8 24.5 C IT 9 Intersection Delay 19.3 Intersection LOS Copyright 0- 2005 University of Rodda, All Rights Reserved HGS+TM Version 6.2 Generated: 1111512008 210 PM General Information Site Information Analyst L B Cathy Sweetapple & Intersection NUS 14 Aave1NW 7 St Agency or Co, Associates Area Type All other areas Date Performed 1111512008 ,Jurisdiction Miami -Dade Time period Post -Game 9:30 - 10130 PM Analysis Year Future With Project Intersection Geomet Grade E Gradec ShDw Nardi Amw v . 3' 4 f n A P ryII� yry' ^' II R Grade= a LT L Grade - 0 Lf r r Volume and Timing Input EB WB NB BB LT TH RT LT TH RT LT TH RT LT TH SRT Volume (vph) 1723 21 10 245 9 579' % Meavy Veh 2 2 2 2 2 2 PHF 0.95 0.95 OM 0.95 0,95 1i 0.95 Actuated (P/A) P P P P A A Startup Lost Time 2.fJ ZO 2.9 2..0 2,0 Extension of Effective Green 2.0 2.0 ZO 2.o 2.0 Arrival, Type 3 3 3 3 3 Unit Extension 3.0 3,.o 1 3.0 3,O 3.0 Ped/BikefRTOR Volume 0 3 0 0 0 q 0 190 Lane Width 12.0 12.0 12.O 12.0 12,0 Parking (Y or hf) Vel N N N I N N irking/Hour Bus Mops/Hour 0 0 0 0 0 . VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKS,HEET General Information Volume Adjustment EIB WB NB, SB LT TH RT LT TH, RT LT TH RT LT TH RT Volume 1723 21 10, 245 9 670 I Adjusted Flow Rate 1814 22 11 258 9 600 djusted Flow IRate 1836 11 258 9 600 Proportion of LT or RT 0.000 -- 0.012 0.000 OMO Saturation Flow Rate Base Satflow 1900 1900 1900 1900 fw 1,000 1.000 IMO 1.000 1.000 fHv 0,980 0,980 0980 0.980 01.980 f9 1.000 1MO 1,000 1,000 1,000 IMO 1.000 F1. 00-0 1X00 1.000 fbb 1.000 IMO IMO 1.000 IMO 7 0950 Secondary fL,r J I -- 10, 998 1 1 -- 11.0001 1 -- I 10.8501 fLpb Project Description Marlins Ballpark 1,000 1.000 1.000 NB 1.000 Lane Group Adjusted Row Rate -- TR 1836 L 11 fRpb 1,000 -- IMO -- Satflow Rate 1.000 3540 124 3547 3540 1583 3547 1770 )st Time Green Ratio 1583 ZO OM 2.0 0.50 Adjusted Satflow 2.0 0.42 124 Lane Group Capacity 1770 62 Secondary Adjusted Satflow I I ............. 660, ..... v/c Ratio .... .................... -- 1.04 0.18 CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group Adjusted Row Rate TR 1836 L 11 T 258 L 9 R 600 Satflow Rate 3540 124 3547 1770 1583 )st Time Green Ratio ZO OM 2.0 0.50 2.0 0.50 2.0 0.42 2,0 OA2 Lane Group Capacity 1770 62 1774 . 737 ............. 660, ..... v/c Ratio 1.04 0.18 0.15 0.01 0.91 Flow Ratio Critical Lane Group 0.52 Y 10.09 N 10.07 N 0.01 N 10.38 y 1 Sum Flow Ratios 0.90 Lost Time/Cycle Critical v/c Ratio 10.00 0,98 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane Group Adjusted Flow Rate qTR- 1836 L 11 T 258 L 9 R 600 Lane Group Capacity 1770 62 1774 737 660 v/c Ratio 1.04 0.18 . . . 0.15 . ......... ........... 0.01 0,91 Green Ratio 0.50 0,50 0.50 0.42 0.42 Iniform Delay d, ,clay Factor k 30.0 0.50 16.5 0.50 16.2 0.50 1 20,5 0,11 32.9 10.43 1 r 311 6.2 0.2 1 0,0 1 166 xrementM Delay d2 PF Factor 1M0 1.000 1.690 IM0 IM0 Control Delay 61.7 22,6 16.3 20.5 49.5 Lane Group LOS LE CI B C I I D Approach Delay --J 61.7 16.6 49,1 Approach LOS E B D Intersection Delay 54.4 Intersection LOS D GopydghtO 2005 University of Ronda, All Rights Reserved HCS+ym Version 5.2 Generated:. 11/1512008 2 06 PNB General Information Site Information Analyst LSB Cathy Sweetapple & Intersection NW 12 AveINW 11 St Agency or Co. Associates Area Type All other areas Date Performed 1111512008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project Intersection Geometq Grade 0 3 1 Grade 0 Sriww,40M AMU T 1A J I J L --j-J. 0 R 2 2 L T TI Grade= 0 LT LR Grade 0 L T R 3 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 400 0 88 0 79 3317 101 44 261 % Heavy Veh 2 2 2 . ..... ... .. 2 2 1 2 2 2 2 PHF 0:95 0.95 0.95 0.95 0.95 10.95 0.95 0.95 10.95 Actuated (P/A) A A A A A P P P P Startup Lost Time 2.O 2.0 2.0 2.0 2.0 2.O 2.O J2,O Extension of Effective Green — 2,0IZ O O IZO 2.O1 2.01 12.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.O 3,0 Ped/Bake/RTOR Volume 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 IZO 12,0 IZO Parking (Y or N) N N N N N N N N irking/Hour Bus Stops/Hour 0 0 4 0 0 0 =0 -- VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marfins Ballpark Volume Adjustment EB WB NB S6 LT TH RT LT TH RT LT TH RT LT TH RT Volume 400 0 88 0 79 3317 101 44 261 PH F 0.95 0.95 0.95 0,95 0.95 0.95 0,95 0.95 0,95 Adjusted Flow Rate 421 0 93 0 83 3492 06 46 275 Lane Group L T L TR TR L T ,djusted Flow Rate 421 0 93 83 3598 46 275 Proportion of LT or RT 0.000 -- 0.000 OMO 1.000 0.000 0,029 0'.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 --71900 1900 1900 1900 1900 Number of Lanes 1 2 1 2 0 3 0 1 3 fw 1.000 IMO 1.000 1.000 1.000 1,000 1.000 few 0,980 0.980 OMO 0.980 OMO 0,980 0.980 f9 1.000 1.000 1.000 1.000 1.000 1,000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 1. 000 fin,1.000 IMO 1.000 1.000 1.000 1,000 IMO f , 1.000 1.000 1.000 IMO 1.000 1.000 1.000 fru 1.000 IMO 1.000 1,000 1.000 'J 1.000 1,000 f,.T 0.950 1.000 0.950 1.000 1.000 108 IMO Secondary fLT 0.634 0,634 0.133 . ... .... . ... CAPACITY AND LOS WORKSHEET General Information Project Desc6ption Marfins Ballpark Capacity Analysis EB WB NB SB Adjusted Flow Rate 421 0 93 83 3598 46 275 Safflow Rate 1770 3725 1770 3167 5564 201 5588 Green Ratio OM O 17 0.33 0.17 0.60 0.25 O25 Lane Group Capacity 472 621 286 528 3338 50 1378 v/c Ratio OM OM 0.33 0.16 1.08 O 92 O20 Flow Ratio 0.13 0.00 0.05 0,03 0.65 0.23 0,05 Sum F�ow Ratios O94 Lost Time/Cycle 10.00 Critical v1c Ratio 1M Lane Group Capacity, Control Delay, and LOS Determination EB WB �NB SB Adjusted Flow Rate 421 0 93 83 3598 46 275 Lane Group Capacity 472 621 286 528 33'38 50 1378 v/c Ratio OM OM 0.33 0.16 1.08 0.92 O20 Green Ratio 0.33 0,17 O 33 0.17 k60 U5 0,25 Jniform Delay d, 49.2 52.1 35.2 53.5 Ko 55A 44,8 ,elay Factor k 0.42 0.11 0.11 0,11 0 50 O50 0,50 icremental Delay d2 PF Factor 1.000 1.000 1M0 1.000 1.000 1-000 1.000 Control Delay 6&0 52.1 35.8 53.6 71.4 160.5 45.1 Lane Group LOS E 0 D D E F D Approach Delay Approach LOS 68.0 E 44.2 D 71A E 61,6 E Intersection Belay 60.3 Intersection LOS ............. Copyright C 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated11/15120108 2:05 PM r * M ` General Information Site Information Analyst LSP Intersection Ni•'4' 12 Aver'NUt/ 7 ,St Cathy areeta�,p'1e � Agency or Co. Area Type All other areas Associates Associates Jurisdiction Munni -'Dade Nate Performed Year Future With Project Time PeriodPost-carne 9:30 - 10.30 PMAnalysis Intersection GeqqI2!ry Grana 0 1 Li.. i Grade 0 Sh" Nord, mor -TRe Grade= 0 � = LT r W LR I Grate _ 0 � L T R 2 0 Volume anf Tlrnin Nn EB WB NIB SB LT TH RT LT TH RT LT' Ti I RT LT TH RT Volume (vph) 1560 754 74 73 34 1770 1 191 126 % Heavy Veli 2 2 2' 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95' 0,95 0,95 10'.95 0.95 Actuated (P/A) A A A A A P P P P Startup Lost Time 2.0 2.0 2,0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2,0 2.0 2.0 2,0 Arrival Type 3 3 3 3 3' 3 3 Unit Extension 3.01 3.0 3.0 3.0 3.0 3.0 3.9 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lave Width 12.0 112.0 12.0 12.0 12,0 12.0 12.0 Parking (Y or Nil) N N N N N N N N irking/Hour BusStops/Hour 0 0 0 0 0 0 0 ledestrian Timing 3.2 I Only Th u & RT 03 Timing G = 66,0 G = 9,0 G = Y 4 Y= 5 Y= Duration of Analysis (hrs) = 0.25 1 I -.- 3. 2 07 08 GL G C = 150.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Marlins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume 1560 754 74 73 34 1770 1 191 126 PHF 0.95 0,95 0.95 0.95 O� 95 0.95 0.95 0.95 0,95 Adjusted Flow Rate 1642 794 78 77 36 1863 201 133 Lane Group L TR T R TR T R ,djusted Flow Rate 1642 872 77 36 1864 201 133 Proportion of LT or RT 0.000 -- 0,089 OMO -- 0,000 0.000 -- 0.001 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 �1900 1900 1900 1900 1900 Number of Lanes 2 1 0 12 1 2 0 2 1 fW 1.000 1.000 1,000 1.000 1.000 1.000 1.000 fav 0.980 0.980 0.980 0.980 0.980 0.980 0.980 f9i 1,000 1.000 1.000 1.000 IMO 1.000 1.000 fp 1,000 1.000 1.000 1.000 1,000 1,000 1.000 fbb 1.000 1.000 1.000 1,000 1.000 1.000 1.000 f" 1.000 1.000 1.000 11.0010 1.000 11.000 1,000 fLU . ... .... . 1.000 ..... .. 1.000 1.000 1.00'0 1.000, TTOO-1 1.000 r 0.950 1.000 1.000 1.000 1.000 Secondary fLT . CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB S8 Adjusted Flow Rate 1642 872 77 36 1864 201 133 Satflow Rate 3539 1838 3725 1583 3725 3725 1583 Green Ratio OA4 O53 O� 06 0.06 0.41 0.41 0,88 Lane Group Capacity 1557 968 223 95 CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB S8 Adjusted Flow Rate 1642 872 77 36 1864 201 133 Satflow Rate 3539 1838 3725 1583 3725 3725 1583 Green Ratio OA4 O53 O� 06 0.06 0.41 0.41 0,88 Lane Group Capacity 1557 968 223 95 1540 1540 1393 Flow Ratio 0.46 0A7 0.02 0.02 0.50 0.05 008 Sum Flow Ratios 0,99 Lost Tirne/Cycle 13M Critica:l v/c Ratio 1.08 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 1642 872 77 36 1864 201 133 Lane Group Capacity 1557 968 223 95 1540 1540 1393 Green Ratio 0.44 0.53 0.06 0.06 0A1 0A1 0.88 Iniform Delay d, 42.0 32.0 6T 7 6T8 44O 27.3 1.2 elayFactork 0.50 0.42 0,11 OA1 O 50 0.50 O 50 icremental Delay d2 PF Factor 1.000 1.000 Control Delay 80,7 413 Lane Group LOS F D Approach, Delay 67.8 Approach LOS E Intersection Delay 94.1 Copyright (P 2005 University of Merida, All Rights Reserved 01. sm 1,01 0 tr Intersection LOS HCS+TM Version 5.2 11.000 27.5 11.000 1 1.3 CA A 17.0 F Generated: 1111512008 2:013PM FULL REPORT General Information Site Information Analyst LSB Intersection NIN 12 Ave/NW 7 St Agency or Co. Cathy Sweetapple & Area Type All other areas Associates Jurisdiction Miarni-Dade Date Performed 1111512008 Analysis Year Future With Project Time Period Post -Carne 9:30 - 10:30 PM (improve) Intersection Geometry Grade= 0 1 2 A,.. Grade 0 SW* Narffi Affm T 2 - - R + 2 L 0 4 T R Grade= 0 LT LR Grade 0 LTR 3 0 Volume and Ti!pnq_Lnput EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 1560 754 74 73 34 1770 1 19 1 191 126 % Heavy Vets 2 .... ...... .. .. 2 ... 2 2 2 2 2 2 2 P H F 1!0.95 0.95 O.95 0.95 0.95 0.95 0.95 0.95 0,95 Actuated (PIA) A A A A" A P P P P Startup Lost Time 2.0 2.0 2.0 ZO ZO 1 ZO 12.0 Extension of Effective Green ZO ZO 2.0 ZO 2.0 ZO 2,0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3,0 3.0 3.0 3,0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 112.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N N N 3rkinig/Hour Bus Stops/Hour 0 0 0 0 0 I 0 �0 , ,-"Iedestrian Ti man 3.2 1 3.2 3.2 04 Thru & RT 06 07 08 G G = 62.0 G G G, Y Y= 4 Y= Y= Y= Cvcle Length C = 150.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description, Marlins Ballpark Volume Adjustment EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Votume 1560 754 74 73 34 1770 1 191 126 Phil= 0.95 0.95 O.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 1642 794 78 77 36 1863 1 1 201 133 Lane Group L TR T R TR T R ,'djusted Flow Rate 1642 872 1 77 36 1864 201 1133 Proportion of LT or RT OMO -- 0.089 0.000 -- OMO 0.000 -- 0.001 0.000 -- 0.000 Saturation Flow Rate Base Satflow 1900 1900 1900 1900 1900 1900 1900 Number of Lanes 2 1 01 2 1 3 0 2 1 fW 1.000' 1.000 1.000 IMO 1.000 IMO 1.000 fHV 0.980 0.980 0.980 0.980 OMO 0.980 0, 980 fg, 1.0100 IMO 1.000 1.000 1,000 IMO IMO 1P IMO 1.000 1.000 1.000 1.000, 11.000 1.000 fbb 1.000 IMO 1.000 1.000 1M0 1.000 1,000 to 1.000 IMO 1.000 1.000 IMO 1.000 1.000 fLu 1.000 1.000 1,000 1.000 1.000 1.000 1.000 f, 0�950 1.00009 1.000 1,000 Secondary fLT . CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB SB Adjusted Flow Rate 1642 872 77 36 1864 201 133 Satflow Rate 3539 1838 3725 11583 5588 3725 1583 Lane Group Capacity v/c Ratio Flow Ratio 1557 105 0A6 968 0,90 10.47 223 O35 0.02 95 O 38 0.02 2310 081 0.33 1540 0.13 005 1393 040 0.08 Sum Flow Ratios 0,82 Lost Time/Cyc�e 13M Critical v/c Ratio 0.90 Lane Group Capacity, Control Delay, and LOS Determination Adjusted Flow Rate 1642 872 CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark Capacity Analysis EB WB NB SB Adjusted Flow Rate 1642 872 77 36 1864 201 133 Satflow Rate 3539 1838 3725 11583 5588 3725 1583 Lane Group Capacity v/c Ratio Flow Ratio 1557 105 0A6 968 0,90 10.47 223 O35 0.02 95 O 38 0.02 2310 081 0.33 1540 0.13 005 1393 040 0.08 Sum Flow Ratios 0,82 Lost Time/Cyc�e 13M Critical v/c Ratio 0.90 Lane Group Capacity, Control Delay, and LOS Determination Adjusted Flow Rate 1642 872 77 36 1864 201 133 Lane Group Capacity 1557 968 223 95 2310 1540 1393 Green Ratio OA4 0.53 O 06 0,06 0,41 iO.41 0.88 Iniform Delay di 42,0 32O 677 678 3& 7 27.3 1.2 elay Factor k 0.50 0.42 0 11 OM 0 50 0.50 0.50 0" :icremental Delay d2 I I I PF Factor 1.000 1.000 1,000 1.000 1.000 1.660 1.000 Control Delay 80.7 43.3 68.6 70.3 41.9 27,5 1.3 Lane Group LOS F D E E D C A Approach Delay 67.8 69.2 1 41,9 17.0 Approach LOS E E I D B Intersection Delay 54.3 Intersection LOS D Copyright C 2005 University of Florida, All Rights Peserved HCS+Tm Version 5.2 Generated: 1111512008 2.05 PM penerai intormation Analyst LSB Agency or Co. Cathy Sweetapple & Associates Date Performed 1111512008 Time Period Post -Game 9:301- 10:30 PM Intersection Geqn12!g Grade = 0 0 2 0 1 0 Grade = InTIM.-TA - *; I Grade = 0 ShDw Noah kmw 0 R 3 L T R L T =LR Grade = 01 T z L I FN 2 1 Volume and Timing Input Site Information EB WB Intersection NIN 12 AvelFlagler St + Area Type All other areas TH 307 Jurisdiction Miami -Dade % Heavy Veh PHF Analysis Year Future With Project Grade = 0 ShDw Noah kmw 0 R 3 L T R L T =LR Grade = 01 T z L I FN 2 1 Volume and Timing Input �T41 EB WB LT LT 0 + RT 4 LT 45 TH 307 RT 57 L' % Heavy Veh PHF 2 0.95 2 0.95 Grade = 0 ShDw Noah kmw 0 R 3 L T R L T =LR Grade = 01 T z L I FN 2 1 Volume and Timing Input Volume (vph) EB WB LT LT 0 TH 17 RT 4 LT 45 TH 307 RT 57 L' % Heavy Veh PHF 2 0.95 2 0.95 2 0.95 2 0.95 2 0.95 2 O� 95 Actuated (PIA) P P P A A A 3 Startup Lost Time 2.0 2.0 12.0 0 3.0 0 Extension of Effective Green IZO 2.0 N 2.0 2,0 Arrival Type 3 3 3 Unit Extension Pedl/BikeIRTOR Volume 0 3.O 0 0 3.0 0 3,0 0 0 0 Lane Width Parking (Y or N) N 12.0 N 12.0 N 12.0 N N arking/Hour Bus StolpslHour 0 01 01 NB SB TH 285 RT 28 LT TH 1030 R" 32 2 0,95 2 0.95 2 0,95 2 JaR ... .... ..... P P P P 2.01 20 2.0 ZO 2,0 2,0 3 3 3 3,0 0 3.O 01 0 3.0 0 0 IZO IZO N N 1 N 0 1 0 1 1 0 'edestrian Timing 3.2 3.2 3.2 3.2 BW Perm 02 03 04 Thru & RT 00 Oi 08 Timing G = 55.0 G= G= G= G= 57:0 G= G= G= Y= 4 Y= Y:- �Y Yom. 4 Y Y= Y Duration of'Analvsis (hrs) = 0.25 Gvcle Length G = 120.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project. Description Marlins Ballpark Volume Adjustment BB WB NB SB LT TH RT' LT TH RT LT TH RT LT TH RT Volume 0 17 4 45 30'7 57 285 28 1030 32 PHF 0.95 0.95 0.05 0.05 0.95 0.95 0.05 j0.95 0.95 0 05 ,Adjusted Plow Rate 0 18 4 47 323 00 300 29 1084 34 Lame Group LT'R L TR T R TR ,Adjusted Flaw Rate 22 47 383 300 29 1118 Proportion of LT or RT 0.000 -- 0.182 11.000 -- 0.157 10MO -- 0..000 0.000 - 0.030 Saturation Flow Rate Base Safflow 1900 1900 1900 1900 1900 1900 Number of Lanes 0 1 0 1 3 0 2 1 2 0 fw 1.000 1-000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 f s 1.000 1.000 1.000 1.000 1.000 1..000 f r 1.000 11.000 1.000 1.000 1.000 1.000 fuu 1.000 1.000 1.000 1.000 1.000 1.000 f 1.000 1.000 1.000 1X00 1,000 1.000 feu 1.000 1.000 0.908 0.952 1.000 0.952 1 000 0.743 1.000 1.000 1.000 Geconda,ry f T CAPACITY AND LOS WORKSHEET General Information 0.9,75 Capacity Analysis 0.977 WB NB 1.000 0.850 0.995 AT TR T R TR Adjusted Flow Rate 22 fLpb 383 1M0 1.000 1.000 ilia 1.000 Satflow Rate 1,000 fRpb 14955 IMO -- 1.000 3530 1,000 1,0010 1,000 Adjusted Satflow 2.0 1817 1384 4955 20 3547 1583 3530 Secondary Adjusted Satflow 0.46 0.47 0.47 0.47 Lane Group Capacity 833 CAPACITY AND LOS WORKSHEET General Information Project Description Marlins Ballpark Capacity Analysis EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 22 4783 383 300 29 ilia Satflow Rate 1817 1384 14955 3547 1563 3530 .ost Time ZO 2.0 2.0 2,0 2.0 20 Green, Ratio 0A6 0,46 0.46 0.47 0.47 0.47 Lane Group Capacity 833 634 . 2271 . .. ... . .... .. ........ . . ..... . .......... 1685 752 1677 v/c Ratio OM 0,07 0.17 0.18 0.04 0.67 Flow Ratio 0.01 0.03 0.08 10.08 0,02 0.32' Critical, Lane Group N N y N Sum Flow Ratios 0.39 Lost Time/Cycle 8,00 Critical v/c Ratio 0.42 Lane Group Capacity, Control Delay, and LOS Determination. EB WB NB SB Lane Group LTR L TR T R TR Adjusted Flow Rate 22 47 383 300 29 1118 Lane Group Capacity 833 634 2271 1685 752 1677 We Ratio 0.03 OW 0,17 0.18 0.04 0,67 Green Ratio 0.46 0.46 0A6 0A7 0.47 0A7 iiform Delay di 17.8 18.2 19.1 18.1 16.8 24.2 Y Factor k - 0.50 0,11 0,11 0.50 0.50 0.50 -icremental Delay d2 0.1, 0.1 ao 0.2 0.1 2.1 PF Factor t000 1.000 1.000 1,000 1.000 1.000 Control Delay 17.9 1k3',3 19.1 18.3 16.9 . .. ....... 26.3 .... Lane Group LOS 8 B B B B C, Approach Delay I7".9 19.0 18.2 ;26.3 Approach LOS B B Intersection Delay 23.2 Intersection LOS Copyright C 2005 University of Nuri da, AH Rigihts Reserved HCS+Tm Version 5.2 Generated: 1111512008 2:01 PM FULL REPORT General Information Site Information Analyst CSB Cathy Sweetap le & Intersection SW 12 Ave/SKIN 1 St Agency or Co. Associates Area Type All other areas Date Performed 11/1512008 Jurisdiction Miami -Dade Time Period Post -Carne 9:30 - 10:30 PM Analysis Year Future With Project Intersection Geometry Grade= 0 2 t' r �. b J Grade = Shm North Affm - �i.,. , ... �( L f r � ,. r Grade = 01 � � i �� LT f I_ = LR Grade =: 0 V ; L T R 2 1 Volume and TiminA Input ........ .._.... ._....... IEB WB NB SB LT TH RT LT TH IST LT TH RT LT TH RT Volume (vph) 120 1144 93 184 22 390 707 % Heavy Veh 2 2 2 2 2 2 2 i PHF 0.95 0.95 0.98 0.95 ' 0.95 -0,95 0'.95 Actuated (P1A) A A A P P A P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2,0 2.0 2,0 2,0' 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3..0 3.0 Ped/Bike1RTOR Volume 0 11 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking (M or N) N N N N N N irking/Hour Bus StopslHour 0 0 0 0 0 0 "Iedestrian Timina 1 3.2 1 1 3.2 1 3.2 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET EB Only 02 03 04 SB Only NS Perm 07 08 Timing T�m G = 46.0 G G G = IG= 11�O I IG G= EDur Y= 4 Y= Y= Y= JY= 3 Y 4 IY= Y= i ono;fAnalysis(hrs)=0.25 at; 1 Cycle Length C = 90.0 C VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET General Information Project Description Martins Ballpark Volume Adjustment EB WB NB S8 LT TH RT LT TH RT LT TH RT LT TH RT Volume 120 1144 93 184 22 390 707 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Row Rate 126 1204 98 194 23 411 744 Lane Group L TR T R L . .. .......... ....... .......... - T ,djusted Flow Rate 126 1302 194 23 411 744 Proportion of LT or RT 0.000 -- 0.075 0.000 -- 0 000 0,000 -- 0.000 Saturation Flow Rate Base Satflow 1900 11900 1900 1900 1900 1900 Number of Lanes 1 3 0 2 1 1 2 fw 1.000 1.000 IMO IMO 1.000 1.000 fav 0.980 0.980 0.980 0.980 0.980 0.980 f 9 1,000 1X00 1.000 1,000 1,000 1.000 fp, IMO IMO IMO 1.000 IMO IMO fbb 1,000, 1.000 1.000 1.000 1.000 1.000 f, 1.000 1.000 1.000 1,000 1.000 IMO frau 1.000 0, 908, 0.952 1.000 1.000 0.952 f' O�950 1.000 IMO 0,950 IMO secondary fLT ... . ... ......... 0.527 CAPACITY AND LOS WORKSHEET General Information Project Description Marfins Ballpark i Capacity Analysis EB WB NB SB Adjusted Flow Rate 126 1302 194 23 411 744 Satflow Rate 1770 5017 3547 ��3 1770 3547 Green Ratio O51 0.51 0.24 0.24 0.40 0.40 Lane Group Capacity 905 2564 867 387 489 1419 v/c Ratio O 14 O51 0.22 0.06 10.84 0.52 Flow Ratio 0.07 O26 O05 0.01 0.12 0.21 Sum Flow Ratios 0.58 Lost Time/Cycle &00 Critical v/c Ratio 0.64 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 126 1302 194 23 411 744 Lane Group Capacity 905 2564 867 387 489 1419 v/c Ratio O 14 O51 O22 0.06 10.84 0.52 Green Ratio 0.51 0.51 0.24 O 24 0'.40 Iniform Delay di 116 14.5 27.2 26.1 26.1 W 5 alay Factor k 0,11 0.12 0.50 0.50 0.38 O 50 icremental Delay d2 PF Factor 1.000 11,000 1M0 1.000 1,000 1,000 Control Delay 11.7 14.7 27.8 26,4 38.5 21.9 Lane Group LOS Approach Delay B B 14.4 C C 27.6 D C 27.8 Approach LOS 8 C C Intersection Delay 21.0 Intersection LOS C Copyright Q 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.2 Generated 1111512008 2:09 PM Future with Project North and South Garage Access Pre-Garne Peak Hour Post-Ganne Peak Hour — 91-130 to 10:30 PM ame Peak W.- Post -Game Peak I NW 17 Ave at N�W 7 St . ......... . ..... 6 to 7 PM NW 17 Ave at N1W 3 St 6 to'7'PM Not included NW 17 Ave at W. FIa.ql.er,,.St9.301-10 0 PM SW 17 Ave at SW 1 St6 to 7 PM 9303O PM --NW 14 Ave at NW 7 Sit 6to7'PM 9:30-10:3,OPM NW 15 Ave..at W. -Flagler St 6ito7PM.--#-, Notincluded NW 12 Ave at NW 14 St 6 to 7'PM Not included NW 12 Ave at SR 836 WB Off Ramp Not included 9:30i -10:3O PM NW 12 AyAWat NW 7 St 61 to 7 PM 9:301-10:30 PM t NW 3 St NW 12 Ave aII . . . ............. . ... . .... 6 to 7 PM Not Included NW 12 Ave at W. Fla ler St 6 to 7 PM 19:30-10i:30 PM 6 to9:301-10.30 PM TABLE 7-H MARLINS BALLPARK INTERSECTION TURNING MOVEMENTS Ma"pris sa;lm- NImp, U- SP -tel Perm- �. Taffift- 3mpa.1 sway .Nlvwamuc� 20n 1112612GOB PRE -GAME PEAK HOUR -6 TO 7PNI PEAK GROV774 BALI -PARK INBOUND OFFSITE INBOUND 2008 SEASON RATS' I 2012 PARKING AND PARKING AND i 2012 EXISTRN42-5 FUTURE i. 2009 PER YEAR -2412. I ... R.7ED WnHDUT 1%, � 3351 0 .TsOuvD to s 3330 1 ovmouiw WITH LANE INTERSECTION VIVIdT PSCF VOLUMFS TO 2012 1 VOLUMES 1 PROJECT OU��15 01$7% OUT�O DIST.% P PROJECT GEOMETRY GFOkitTRY A Nomh Garage w NO 9 _VOLUMES i NA, Street LEF7 0 a 0 0 0-00�k 0 u0r� IL or 2L ,ca 0.l X It a 0 0 1.09 0.50%. 0 0 0 0 cl-ac% 0 0.00% 0 IR rt 2R S�patlud unot, ss Wth Frojeet LFT LOB 0 li 0 0 0 000% 0 i 0.7O% NIA XfA —,-lRu o t GB 0 = 0.S 0 i. 0 0 000% 0 000% 0 3 NIA C NIA RIGHT 0 0 l O.G45% 0 om% 0 VA MA, ES 108 0 0 O'c'm 0 0 IL IL T�;Ru 764 525 —go. 33 842 911-5 0 0001* 0 0-0-1% 3ie 1T IT RtrSNT 0 1 8 0 0 4G-1 12.00% 0 0 -%Wh 403 l ITR ITR LEFT 0 '-,Q8 6 &.50% 00.00% 6i0 1L 1L THRU 530 1-08 551 0-565E 562 so S52 col,,L 0 0.00% l 652 2T 2T RIGH 0 1108 a. 0.$453 0 D 0100% f, 1 000% L, FRE: -GAME PEAK HOUR - 6 TO 7 PIM PEAK GROWTH T.,k vl�- BALLPARK )NISOUND orrsi'm INBOUND 20OZ SEASON RATE 2012 PARKIk* AND PARKING AND 2012 ExtST!NG FUTURE EX151ING 2008 PER YEAR N 12 COMM.9-TED WrTHOLFT IN -3351 OuTBOUND w=33:34 OUTBOUND W" LANE 1 LANE Nj I%-TFRSEC--MN MMMT VOLUMES PSCp VOLUMES TO 2012 I VOLUMES 1 VOLUNES PROJECT OUT =15 DIST,% OUT =11 1 DIST PROJECT GEOMETRY i GEOMETRY 8 S�wm C32rnge WL VB NW 3 Strec' LEFT 0 l'us 0 015a% 0 11 0 0 000%0 Z. a ILTR 7LTR TY, R u 0 i.a,9 jf 0 -0 .4 -0% 0 0 0 �-12 6� 01% 0 �.QgY, 202 unmqmdaed RIGhT 7 1le 0 s. g a % 0 0 0 0-00% Future- wiln Praec" LE"T 0 1.08 0 :1-50% 0 0 1 0 1 N% MA ILoFZL THR. U 0 1.08 0 050, 0 0 c 0 c 3CYi 3 7 VA RIGH- 0 i 1.08 a 150% 0 0 0 C 0 8-0055 1 0 NIA1 R or 2R ES SF7 0 L 0.50% I� go$ C.0% 3 cm- ac �,8 9:1 0 Q 0=�14 95 ITR ITR 0 05 -Z 0.50% 0 G G 0 LEFT -a 0 s o c 0 ul% IL HRLj 47 08 51 0.50% Sit 0 52 a c.06% c 0,00% 52 ILT ITR 1 RIGHT -5 ;.a9 a 0505, 0 12 �ac 27.855'. 000% P 93E Ma"pris sa;lm- NImp, U- SP -tel Perm- �. Taffift- 3mpa.1 sway .Nlvwamuc� 20n Copyright 0 2006 University of Flarfda, All Rights' eserved HCS+wm Version 5.2 Generale& 1112W2008 1.1'2' PM TWO-WAY STOP CONTROL SUMMARY Analyst LSB Intersection, North Garage/NW 7 St Agency/Co. Cathy Sweetapple & Associates Jurisdiction Miami -Dade Date Performed 1'112812008 Analysis Year Future With Project Analysis Time Period Pre -Game 6 - 7 PM P - ect Description Marlins Ballpark Ei�i East/West Street: NIN 7 Street Worth/South Street: North Garage Intersection Orientation: East-West Stud Period hrs): 0.25 'j- gig g """g4 Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 918 403 610 652 Peak -Hour Factor, PH F 0,95 0,95 0.950,95 8,95 Hourly Flow Rate, HFR 0 966 424 642 686 0 ( veh/h) Percent Heavy Vehicles 2 — 2 Median Type Raised curb RT Channelized 0 0 Lanes 0 2 0 1 2 0 Configuration T TR L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume (veWh) -leak-Hour Factor, PHF 0',95 0.95 0.95 0.95 0,95 0.95 l'ourly Flow Rate, HFR 0 0 0 0 0 0 (veh/h) Percent Heayy Vehicles 2 0 2 2 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 ................. . ... ... ... . 0 0 Configuration —0 awf th;,"'ih' It, 61" pe Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L ..... ..... (veh/h) 642 C (m) (vehih) 488 ,v/c 1.32 '95% queue length 27.88 Control Delay (s/veh) 1804 LOS F Approach Delay (slveh) lApproach LOS Copyright 0 2006 University of Flarfda, All Rights' eserved HCS+wm Version 5.2 Generale& 1112W2008 1.1'2' PM Analyst LSB Cathy Sweetappte & Intersection North GaragelNIN 7 St Agency or Co. Associates Area Type All rather areas Date Performed 11128122008 Jurisdiction Miami-CDade Time Period ire -carne 6 - 7 P Analysis Year Future With Project , y,,, (.,y� u�� I f + o s u' kJ„✓ i a ,'� %'fir "�` � , e � t , , r,�rea�.fi`r , Grade = yd � .gym, Grade ^ D .., T B R � aTR �u Grade = 0 � L B q ..y .�. LR Grade = „n LTR ;%tuiri`e,i;Tdatimri" Ina. tit B WB �LT NB SB LT T'H RT LT TH RT TH RT LT Tfid _. RT Volume (vph) 918 403 610 682 % Heavy Ve'h 2 2 2 2 PHF 0.95 a95 6.96' 0,95 Actuated (PtA) P P A r° Startup Lest Time 2.0 Z0,, 2.6 Extension of Effective Green 2.0 2.0 2.0 Arrival Type 3 3 3 Unit Extension 10 3� O 3.O PediBike/RTCR Volume 0 0 8 0 0 Lame Width 12.0 12.0 12.0 Parking (Y or ) N N N N Parking/Hour Bus Stops/Hour 00 0 Pedestrian Ti ing 3.2 3.2 'i111B Only EW Perm ' 03 04 05 06 07 08 lG = 15.0 G' = 37.0 G = G '= G = G T�rndn _ G Y'= 3 Y= 5 Y= Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cvcl'e Length C= 60.0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET "�r�i �7:, 7 P „r�;, i., • i f:' / IIS /:.:„,/. yWXfi ,. ;f:l / !.Z l k' k f .: PV rV4 ✓✓//) H�wwy ': .d✓ '{ V Gr �{ 'yw i;,ddfj!{h!Y t(p`.�lNu';l"�(f f lr;; ! C,.! �: `k .y f ✓ 1 ! kf ,.41f ll�,rt Fj i'IvF'JW� 4�;p M m✓4 fF M, '�':'. �5 �i, F �'Y,'Sv'W !u al fi'i+i''n 19/r,�'�("f�4 �l'ffn` Iii ;WrN. 'r 'fit: W 4■A,'�yp'/�.... y'i{ �"'i.'4:Vw; �%ylVuwl�I!: "g, JFk ;Y I'.I4Y v'✓'Y' T b y.h1Y/1�: tl�M I��; >Viu . !Vr lA +G7 M.d7'' TfF Y' .I"Yu fi Project Project Descript on Marlins Ballpark �'"rtrr�n r,lr �'JH /ikf �;r J`� Kx,� I j r f!;„y 2d l,r% � ���„ ;wy f r r ', 9 J iF c;y w” yrr �,..,", 4 ,.. xr,./ J�.' s!/ J>r'•J Ml�;'4r ar�xf f;�rivr; r� t, ✓w^r,rfFr'r ;;r / �,/Y; ire: �y�! ,,. (i '�" ,/r `" �rM�. " M s( w if9:, F r 4r'"p:; �r / h� ,/y;i`r; .J �l ar '� M r f .,. � rr„ !;.lJ'('x`'�'y,,��.mr �G�r� i s A, w�i w� J u ��lN)l i r ,; 1 a � !<;b JI ✓ f,;;r r� Id :3: EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT "Volume 918 403 610 652 PHF 0.95 0.96' 0.95 0.95 Adjusted Flow Rate 966 424 642 686 Lane Group TFC L T Adjusted Flow Rate 1390 642 686 5roportwon of LT or RT 0.000 10,305 0,000 -- 0.000 I II gil �dthf X13 Base atow 1900 1900 1900 Number of Lanes 2 0 1 2 f 1.000 1.000 1.000 fHV 0.980 0.980 0.980 f 1.000 1.000 1.000 fp 1.000 1.000 1.000 fbb 1.000 I 1.000 1.000 f. 1.000 1.000 1.000 i fr.0 0.952 1.000 0.952 fLT 1.000 0.950 1.000 I Secondary fLT 0.118 0.759 I CAPACITY AND LOS WORKSHEET X t I �i `':; r/r Yi,A i ( i, W✓�''M ! (i� xv';b,x Y. 'vl'Slt,v fki"✓Yiir lyr N1iwajry iv vU / stx .avlC f; 4'Y F M`r,Y 4 r t ,, v„a f V9 1' ''f'S Prv„V / 1,✓a c ( r";✓/ , f/ ) o k4 y1 'Y' p t1 W i) / x ,m �H,.✓ l,: 10.954 Project Description Martins Ballpark " r J1 4✓'r : Ir t i Y%%. R�4iNjlr�d�i ! 1./ 0 EB4' NB SB LaneWB Lane Group TR L T 1.000 1.000 1.000 Adjusted Flow late 642 686 3384 1771 3547 fRpb IMO 1M9 Lost Time 3384 1770 3547 Adjusted Satf9ow 0762 IM 1. 00 Secondary Adjusted S tflow 2887 22'0 2691 CAPACITY AND LOS WORKSHEET X t I �i `':; r/r Yi,A i ( i, W✓�''M ! (i� xv';b,x Y. 'vl'Slt,v fki"✓Yiir lyr N1iwajry iv vU / stx .avlC f; 4'Y F M`r,Y 4 r t ,, v„a f V9 1' ''f'S Prv„V / 1,✓a c ( r";✓/ , f/ ) o k4 y1 'Y' p t1 W i) / x ,m �H,.✓ l,: t' ,"'. n.. �, ,:�r�. e �.I ,rds ,1,v m,Yr G�,f�,�x��V �a� "iFr ,x� ,:�r,/7�d. a, ��n. �„'�7�;., Y, ! � �r9 r,t��, /, M%�,k✓e fr,Me.rY Ji„t ,.t,:�a f/�„, r.,r7 ��✓ Project Description Martins Ballpark " r J1 4✓'r : Ir t i Y%%. R�4iNjlr�d�i ! F+1.Y�w,.: 4 1f12UvA9a9„ ul r,,,i ✓ ,,;%' EB4' NB SB LaneWB Lane Group TR L T 1398 Adjusted Flow late 642 686 3384 1771 3547 Satflow Rate Lost Time ZO 2.0 2.0, Green patio 0762 IM 1. 00 2887 3 547 Lane Group Capacity 737. v/c Ratio 0,67 X1,87 O.19 Flow Ratio 0.41 OM 0.19 Critical Lane Group y y N Sum (Flow Ratios 0.74 List Time/Cycle 5.68 Critical v/c Ratio '9.81 ,v- r; , �?,3 � up p'�ry, �^ [uf :.. / Xra, x/' ry (✓,�, lv`,+.,("P e:; ri J a,/r, 1t / �t 4,r / Ury M� t ;rvY .r r„J� �r Jr gr,cK�o F r ur. � rryi �tll,�4 'i'�. Y , /,! I f /t : Ybs ,� 1.�N �'��'FIV/�/)�'xrf,f "�rkW4l U!/✓Z, /.� �rc�y(�,s /r�ir �✓r ,.;:, ay"!�. r!,%y%9Yt�. �A�'�C`�k'�if�K ��,,yy..,ifi 'I. ri,�""'��r�F.I/�,A r"^A",AMIA� /�,,.p��.v���,w�, 1 Yr,'.r �✓'�(,Y .. Ti �f MJ�'^K�"�'�Mltl'N+�I��J,t�71�f,v, Nl'���r%.:�{.I/ rf :,�4�,J(^iitC'aa�Y��N�uk��f'Ni/M"��l A'�Nf/Ir �it`?f���lTljVf��l�r!'Yl�d�f�✓5U'Gj,.. rG�r;,.�`���ti�h��,;j91^,�Arfrl'"✓Nt�d�.;;;.�)r�""�5,�;�''v.���/'i",�,'��jr1Yv �, .,r���.l,: . B B NB l Lane Group TR L T 1391 Adjusted Flow Rate 642 686 2[Y87 3547 Lane Group Capacity 737 v/c Ratio 6.67 6.87 0.19 Green Ratio 0.62 1.00 1.00 Uniform Delay di 7.5 13.8 0.0 Belay Factor k 0.56 0,46 6.58 1..7 11'.1 //.1 Incremental Delay d,.., OF Factor 1.000 1.000 0.950 Control Delay 9,2 24.9 0.1 Lane Group LOS i A C A Approach Delay 9.2 121 Approach LOS A B Intersection Delay j 10.6 Intersection LOS 8 Copyright 0 2005,University of Florida, Adl Rights Reserved HCS+TM Version 5.2 Generated: 11128120O8 7:11 PM ... .......... . TWO-WAY STOP CONTROL SUMMARY Analyst LSB Intersection South GarageINW 3 St AgencylCo. Cathy Sweetapple & Associates Jurisdiction Mlami-Dade Date Performed 1112812008 Analysis Year Future With Project Analysis Time Period Pre-Game 6 - 7 PM Project Description Marlins Ba!I2ark East/West Street'. NW 3 Street -_[North/South Street: South Garao Intersection Orientation- East-West Stud Period'' hrs : 0.25 11 A. 9 27 W Ma or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume vehih 605 95 0 0 52 936 Peak-Hour Factor, PHF 0.95 0.95 0.95 0,95 0,95 0.95 Hourly Flow Rate, HFR (veh/h), 636 100 I 1 0 0 54 1 985 1 Percent Heayy Vehicles 2 Median Type Raised curb RT Channelized 0 0 Lanes 1 1 0 1 1 0 C2!±uratwon L TR L TR Upstrearn Signal 0 0 Southbound Minor Street Northbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 0 202 0 0 'leak-Hour Factor, PHF 0.95 0.95 0.95' 0.95 0.95 0.95 iourly Flow Rate, HFR 0 212 0 0 0 0 (veh1h) Percent Heavy Vehicles 2 22 2 0 2 Percent Grade 0 0 Flared Approach N N Storage 0 0 �RT Channelized . ... ... . . . ... 0 0 Lanes 0 1 0 1 0 1 Configuration LTR 00Fki6 Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR L R v (veh/h) 636 0 212 0 0 C (m) (vehih) 669 1493 0 538 VIC 0,95 0,00 OM 95% queue length 13,52 0.00 0.00 Control Delay (s/veh) 48:5 7.4 11.7 ,LOS E, A B Approach Delay ,Approach LOS . . ....... Copyright * 2005 University of Flonda, All RigNs Reserved HCS+TM Version 5,2 Generated: 11/2812008 111 PM Analyst Agenicy or Co. Grade = Grade t LS8 Cathy Sweetapple & Associates 1112WO08 Pro -Game 6 - 7 PM EMEML-TR". , Intersection Area Type Jurisdiction Analysis Year Grade = 0 Show NoM kww T 0, R L A T R L T L R 0 t/"r I TD 0 1 0 South Garage,,M 3 St All other areas Miatni-Dade Future With Project V'014r�6,,abd, Tj_ EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 605 95 0 10 52 936 0 20,2 0 % Heavy Veh 2 2 2 2 2 2 2 2 2 PHP 0.95 0.95 0.95 0,95 0.95 i0.95 0.95 0.95 0.95 Actuated (P/A) A P P P P P A A A Startup Lost Time 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2,0 2.0 12,0 2.0 -0 Arrival Type 3 3 3 3 3 3 13,0 Unit Extension 10 3,0 3�0 "0 10 .0 10 Ped/Bike/RTOR Volume 0 0 0 0 0 0 00 '400 0 0 0 0 Lane Width 12.0 IZO 1210 12.0 "N Parking (Y or N) N N N N Parking/Hour Bus Stops/Hour 0 0 Pedestrian 'Timm I EB OnlyE Perm WP 'm Timing G -25.0 G=49.09:0 v-, mrntinn of Annlvqiq thrql = 0 2.5 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET X, Project Description Marlins Ballpark " S PE EB WB NB SB ..... . ..... . ....... . ..... LT TH RT .. . ... LT TH RT LT TH RT LT TH RT Volume 605 95 0 0 52 936 0 202 0 PHF O� 9,5 0.95 0,95 0.95 0.95 0.95 0.95 0.95 O 95 Adjusted Flow Rate 637 100 0 0 55 554 0 213 0 ............... Lane Group L TR L TR .......... .... .. LTR Adjusted Flow Rate 637 100 0 619 213 Proportion of LT or RT 0.000 - 0.000 0.000 10.911 10-000 "W .0.000 1900 1900, 1900 1900 Base Safflow 11900 Number of Lanes I 1 0 1 1 0 0 1 0 1.000 IMO 1.000 1.000 1,000 fw 0.980 0.980 0.980 0.960 0.980 fHV IMO 1.000 1.000 IMO 1.000 19 1.000 1.000 IMO IMO 1.000 1P 1.000 1.000 1.000 1.000 1.000 ft,b 1.000 1.000 1.000 1.000 1.000 f , 1M0 1.000 IMO 1,000 1.000, feu 0.950 1.000, 0.692 1.000 1.000 fLT Secondary fL,- 0.209 0,209 fRT f .X !+ �i /k/ 1 f 9l ,!N'��r / kt lic iJ."u /5 /�l" / T•., .i ✓' �)�,� N�i"'6''-fie kl{,li ilr�ri:'if'/i't!PJ ;I l✓l� / yr;1 Xk1"l;w.>A g�ry+}�ray ,,.;C {,, d 1 �I, ! �� �(Ir�� i`! 4,� 4' (-M � a fW d x.000 ------------ Project. Description Mardins Ballpark 3 a863 Eli 1.000 INB SB Lane Group L TR L TR 1.000 1.000 Adjusted Flow Rate 1.000 1,000 0 1.000 213 1770 1863 1290 1608 1863 fRpb 1.000 Satflow Rate 1.000 1.000 Adjusted a tflovW 1770 1863 Lust Time 1290 1608 2.0 1863 2.0 Secondary Adjusted Safflow 389 389 Green Ratio 0.77 0.77 10.49 0,49 10.16 CAPACITY AND LCIS WORKSHEET f .X !+ �i /k/ 1 f 9l ,!N'��r / kt lic iJ."u /5 /�l" / T•., .i ✓' �)�,� N�i"'6''-fie kl{,li ilr�ri:'if'/i't!PJ ;I l✓l� / yr;1 Xk1"l;w.>A g�ry+}�ray ,,.;C {,, d 1 �I, ! �� �(Ir�� i`! 4,� 4' (-M � a fW d . 15f '( )bA.M,sb/A✓'f 'rb::ry / k. d "e: s i JY L.,'.; 1 "' %;�'I (. AU M1 d tW ,wMW 1 ✓%J,, ;;,.,�,�„t7 r;k��� ery da r�W�::^^., ,p�,ai, .r [. ,,,, „,,.,�:�, X6,1 G� I ,� sl; r ,,a/� { „^fi.r �i fi„ �k. /„ r„a: �a� w,,,d,�rmf aG�V,w,V ��, J✓➢r,,,L..✓, SG �, / ------------ Project. Description Mardins Ballpark 3 Eli WB INB SB Lane Group L TR L TR LTR Adjusted Flow Rate 637 100 0 619 213 1770 1863 1290 1608 1863 Satflow Rate Lust Time 2,0 2.0 2.0 2.0 2.0 Green Ratio 0.77 0.77 10.49 0,49 10.16 1435 Lane Group Capacity 646 632 788 279 v/c Ratio 0.99 0.07 0.00 0.79 0.76 Flow Ratio 0.25 0.06 0.00 0.38 0.11 Critical Lame Group Y N N N Y Sum Flaw Ratios 0.86 Lost Time/Cycle 8.00 Critical We Ratio 0.94 'J''xr f �.nv,,uYF�'( "'"e�Yr A✓^'!/,,,i;.�' i,/, t ✓'? ' ' +� M i�''! 'i �'!`" r s ,0,1, /. ' v "r, , '� wt {�/ fir Jr" M Gal al .fiA I /195 ✓ru / ✓ c J f,.,, 7 r, k / r �J +�. �"� % Y;✓� � ;� r � 4n 1 � �� � ;���>�� ,i 1 J q'I»"'"°7�;�,x,.i�^'�F:"i ,di ,""k"y r ,k�'^„ r�"b"'?' ,r 7 �ti.A ��'�. ,� 16 v ✓v . � i {�� / r r /rY fi r u �.✓�r;A,,vfi„A�3�{ r i r ��4.7e `..Aso . ,Y�„n fir' ro ^,"�'v,a,J ��tu ��r�n���;.'k?r„�µ{;7j�h Ih :u����; M�;�'uur , I r,n P!,� l�Vr�3./:hvJv�.,�i; 1 f Y , I...,, il�„ EB WB NB SB Lane Group L TR L TR LTR Adjusted' Flow Rate 637 100 0 619 213 143'5 Lane Group Capacity 646 632 788 279 v/c Ratio 0.99 0.07 0.00 0.79 0.76 Green Ratio 0.77 0.77 0.49 0.49 0.16 Uniform Delay d, 22.1 2.8 13.0 21,1 40.8 Delay Factor k 0.49 0.60 0.50 0.50 0.32 Incremental Delay d2 32.2 0.1 0.0 7.7 11.8 PF Factor Control Delay 1,000 54.3 11mo 2.9 I imo 13,0 1.000 28,9 1 11.000 526 1 Lane Group LOS D A B C D Approach Delay 47.3 28.9 526 Approach LOS D C D Intersection De tay 40.8 Intersection LOS Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5.2 Generated: 11/2812008 1.55 PM TABLE 8-H MARLINS BALLPARK lNTE SES QN TURNING MOVEMENTS Mamms Baftarx t 3p3,' Use SD..—Si .Pe t Tratrle Irtpa't Stuu} N -veml)er gad' 1 V261,20438 OST AME PEAK HOUR - 9:30 TO 10:30 P € BALL 'AfC..- i F51 =. INBOUND � 24flE SEASON RATE 2012 PARKING AND � PARKING i AND 2012 EyiST NG : I EXISTING � 3 2006 € PER YEAR 2Ct 2 O{9AaMII1€0 i WITHOUT 7 � IN P OUTBOUND � INcd j 1 �UTSOUN4 WITH � LAME I [,PO7A4TRY �Na.3 1?i2`sRS=,:T;ON MVNT VOLUMES � PSCF � VOLUMES 702$12 t VOLUMES VOLUMES � PROJECT OUT=ba66 --- E715T.� OUT-a66ti a nFST.t pRi�dEOT g G�OPri€TR'1 t �'v r si^uge at € ti6 ---__ --_ t € -- j' d d � _: 32 2C v 7,�ii 3- � € 7Lcrg3 Nh , Street LE=_F`T rF 1,011 j t7 l) €_ _ € - 1 =T Ru 9 r.:£-.. d _ - a �fl - € 4. d -..... - I d d;- 4 4.a s S,gmt1-=ld and , as LEFT d c e a.sa¢ 0 0.00%u.0 jj MIA NIA Duh v�ms -RU 4 d.6C�50 j .0 a. .. G ,.INVA VA I 4 ,-3 -Q ; �A � fv'dCi. � RF Fti i 7�$ d a,5t7� 3 d a v C 0 co% -. EB i €T'" i ' 1,,8 � 9 € .5d� d 1! � d a G0 _ �. 0.40 d 1L tL t.. i T R;U _ ..&5 i.G j 99< zC2 4 cc 4 -. 4 t7.'e7C5'c 40.. s 1T .. e ' ' [ R�t-ir � %.0E. d .sd 4 .r t " d 6 � ...'o0% -. � ITR ITR -. E @ LV A` :g --.'�� € Grp �. d Ga' ;o -t '. ,= �y € THR = 234 d 50% t 2S3 243 1 000% d „y._ 2F 2i. POST -GAME PEAK HOUR- 5:30 TO 10:30 PM PEAK I GROWTH 1 5 �.. � BALLPARK I WaO,"JAV _-. CSFFK17� � INBOUND € ? 2dL'8 SEASON RATE 2 13 PARKING A[.0 PARKt'FC e1.NCt 2€€12 €XE T1 O � FUTURE ? PXIST4N-G 1 2008 PER. YEAR 2442 + ,' €: prrmo WITHOUT 1S'0 OUTBOUND 14 G ¢OUT5OUND � M1fFTH l LANE= LANE ENTERSEOTBON MV::T ] V0L[1MPS PSlj1` YCILU:Ad S TO ^�1P12 VOLE3R7 Vp Lam: PS PROACT OUT 91ST-% - UUTa 666k 6 rJIST% P13UU1=..Ci GE�s€fEiRY _. �, t7 R3Fii3Y ,No __. -. R -- aiz i E €South GaF G at e t _ l x!4s SLyY'Gt LEFT [ 1.06 3 4 Gy"` d v c d d d. r = .6r - 1.LTR'LiR� „ € € - C l��aizzrz THRU REGrfT } 1.78. ua 6 - tm 0-43% 34r u da dad€T_-.i--. 260 d NIA73, Lae 2L uu€e, hPa}sct . LEFT t aa 4 N}a € 7*1€J C d- z NIA R 2R -q1G a s a « c. 2 -_ _ _. EB EFT 0 108 0 PRt a- ;u Qe 030 a a ITR 1 96d 1.0825 n t € - G 1 WB � 5 3 Tim, i.1i,*' i 2." ' 4.ts'_. 25 4 2s d - :444% d `:=7. 2 - 1LT ITR 4 I : F26N>iT 1 4 }-n d -.-- Mamms Baftarx t 3p3,' Use SD..—Si .Pe t Tratrle Irtpa't Stuu} N -veml)er gad' Copyright 0 2005 University of FWda, All Rights Reserved HCS+IPA Version 52 Generated: 11128120'08 1:1'8 PM TWO-WAY STOP CONTROL SUMMARY Analyst LS8 Intersection North GarageINW 7 St Agency/Co. Cathy Sweetapple & Associates Jurisdiction Mlami-Dade 1 Date Performed 1112812008 Analysis Year Future Ir itti Project Analysis Time Period Post -Game 9:30 - 10:30 PM Proiect Description Marlins Ballpark Past/West Street: NW 7 Street INorth/South Street: North Gary e Intersection Orientation, East-West IStud'y Period (hrs); 0.25 Major Street., Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 0 402 0 0 253 Peak -Hour Factor, PHP 0.95 0.950,95 0� 95 0�95 0.95 Hourly Flow Rate, HFR 0 423 0 0 266 0 veh1h () I Percent Heavy Vehicles 2 ....... ..... ...... 1 2 . . ... .... ... .. . .. Median Type Undivided RT Channelized 0 0 Lanes 1 2 0 1 2 0 Configuration L T TR L T 12pstream Signal 0 0 Minor Street Northbound Southbound 'Movement 7 8 9 10 11 12 L T R IL T R Volume veh/h) 1332 1332 "eak-Hour Factor, PH F 0.95 0.95 5.95 0,95 01.95 p.9 Hourly Flow Rate, HFR 1402 0 1402 0 0 0 (veh/h) Percent Heayy Vehicles 2 0 2 2 0 0 Percent Grade (%) 0 0 Flared! Approach N N Storage 0 0 RT Channelized 0 Lanes 1 0 1 0 0 0 Configuration L R . . . . . . . . . . . . j 16 Approach Eastbound Westbound -Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L R v (veh/h) 0 01 1402 1402 C (m) (veh1h) 1295 1133 461 793 VIC 0.00 0.00 3.04 1 1.77 95% queue length 0. 00 0.00 121,94 82.50 Control Delay (s/veh) 7.8 81 942.8 365,3 LOS A A F F Approach Delay (s/veh) 654.1 [Approach LOS F Copyright 0 2005 University of FWda, All Rights Reserved HCS+IPA Version 52 Generated: 11128120'08 1:1'8 PM �reralWtracriratw+rae,.r�1n4,,° ' ��ite°ffpra.,.:N, 40',br„ w a: Analyst LSB Cathy Sweetapple & Intersection North GaragelNW 7 St Agency or Co. Associates Area Type All other areas Gate Performed 11/1812008 Jurisdiction Miami -Gate Time 'Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project 1' N4 AGF � AiR �,, YG IjV'fl �yl / !'�i'^ /✓.;I e rk''yk�7h P1I5kr �F%N5 �i�..,, �/'� rJJ". 4 (7.!! 7� �`ki 1!✓",k141'i'� r.fl y � N:4 / ! lN�FlG IfkWYJ( ��1/!., y'h itlfi !i, rN ,'Ck'Zz,f ✓!Y f, � � er i�� „ ,� .�., :. «l�.ro- !�. rail ,w,., .,vrd .,�,.,.,JJe.nk w,...w .,r 4.....,: 1, ,y„.Gn „� JvH ,rirv.: .,lv, lc (,. ,.f! /. ,.:C ., ,i), ,•fin Grade = yIY -4 Grade = ? Shn Nartl1 Amw I f 2 r . T R Grade= 3 C � k—' 'i r � r -� Grade = 0 � LTR. 2 EB WB NB SB LT TH T LT TH RT LT TH RT LT TH T 1332 1332 Volume (vph) 402 0 0 258. °1 Heavy 'Veh 2 2 2 2 2 2 PHP 0.95 0.95 0,95 0.95 0.95 0.95 Actuated (PIA) P P P P .A A Startup Lost Time 2,0 2.0 2.0 2.0 2.0 Extension, of Effective Green 2.0 2.0 2.0 2.02.1' Arrival Type 3 3 3 3 H3 Unit Extension 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 Parking (Y or N) N N N N N N Parking/Hour Rus Stops/Hour 0 0 0 0 0 Pedestrian Tirrtin9 3.2 13.2 _____j 3.2 1 EW Perm 02 03 04 NB Only 06 07 08 Timing G= 15.0 G= G= G= G= 39.0 G= G G, LT Y= 3 Y= Y= Y= Y= 3 Y= Y= Y= Duration of Analysis (hrs) = 0.25 Cycle.Length C = 60�O VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Marlins Ballpark , &E W g EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 1332 1332 Volume 402 0 0 253 PHF 0.95 0.95 0.95 0.95 0.95 0, 95 1402 1402 Adjusted Flow Rate 423 0 0 266 Lane Group TR L T L R 1402 1402 Adjusted Flow Rate 423 0 266 7 .......... ..... ....... ..... ..... .. .. . ................... .. Proportion of LT or RTI �OO 0:01 1 -- 0.000 �aiid 'W;Rote, ftflo 1900 1900 1900 1900 1900 Base Satflow . . ... ......... . . Number of Lanes 2 0 1 2 2 2 fW IMO IMO 1.000 1.000 1.000 fav 0.980 0.980 0,980 0,980 0.980 f9 1.000 1.000 1.000 1.000 1.000 1 P 1,000 1.006 1.000 1X00 IMO fbb 1,000 IMO 1.000 1.000 1.000 f a 1.000 1.000 1.000 1.000 1.000 feu 0.952 1.000 0.952 0.971 0.885 fur IMO 0,393 1.000 O� 950 — Secondary fLT fRT gyp, fPdrw. r� �y:'r~'u,+y�'nylr 1.000 Project Description Marlins Ballpark 1.000 NBSB Lane Group 0.850 L T L 1.000 R 1,000 1.000 1..000fRpb _ Lpb 1402 1402 Adjusted Flow Rate 423 I 0 266 1.000 J 1.000 I - I 1.000 I 3547 . Adjusted Satiow . . . .... . ..... .. 3547 2803 7'32 3547 3437 2803 ---�t 732 Secondary Adjusted Satflow __ Last Time 2.0 2.0 2.0 CAPACITY AND LOS gyp, fPdrw. r� �y:'r~'u,+y�'nylr nM! h �;;n Po>nl�v�w /'r 5 AA"' Wr,�,p h?'r I *I f!d;7'*' ,Lr ✓ T »E �,, �, au, C � M � o r„6..✓.i, r.'v c, .en{.r;U .'4 ,e wrt�:... �f"'/u�v�� air. le`, .r E',v �I.�, fr., .Iv 6l .1n11N1 i �YI�%il,� ��/ jf: f��/ ��1�{ d! Project Description Marlins Ballpark M rp�WB NBSB Lane Group TR L T L R 1402 1402 Adjusted Flow Rate 423 I 0 266 3647 3547 3437 2803 Satflow Rate 732 Last Time 2.0 2.0 2.0 2.0 2.0 Green Ratio 0.25 0.25 0.25 0.65 0.65 Lame Group Capacity 887 183 887 2234 1822 We Ratio 10.48 0.00 0.30 0.63 0.77 Flow Ratio 0.12 0.00 0.07 0.41 0.50 Critical Lane Group Y N N N y Sura Flow Ratios 0.62 Lost Tirme/Cycpe 6.00 Critical v/c Ratio 0.69 r r:- v r r ,: r r s% L. , w^^'P v: F � f ,,, juA '"'u,."',Y, P.s /.�' ., ",Vy,,.:;✓"3xu v 4fi nr'op 9"v'".n a y7n ,lr r'",r„� Ir t ,;i / .a,Jr'c! „ K; oi, 9, i. ,'�'�.�P(% �i Sig M7�I}/"M�yfaP B WB Nl S Lane Group TR L T L R Adjusted (Flow Rate 423 0 266 1402 1402 2234 1822 Lane Grouip Capacity 887 183 887 v/c Ratio 0.48---10.00 0.30 0.63 0.77 Green Ratio 0.25 _ 0.25 0.25 0,.65 0.65 Uniform Delay di 19.2 16.0 18"2 6.2' 7.4 Delay .Factor k 0.50 0.50 0.50 0.21 0.32 1.8 0, 0 1 0.9 0.6 21 Incremental Delay d 2 1 �?F Factor F000 ;/&ntrol Delay 1 2fO Lane Group Los Approach Delay 2£0 Approach LOS C I 'Intersection Delay 10.5 Copyright 02006 University of Florida, All Rights Reserved H of A Intersection LOS do Ani _j B I Generated: 11/2812008 2:04 PM Copynght 0 2005 Univer,54y of No6da, AU Rights Reserved HCS+1 � Version 5.2 Generated: 1112812008 116 PM TWO-WAY STOP CONTROL SUMMARY Analyst LSB Intersection South GaragelIVIN 3 St Agency/Go. Cathy Sweetapple & Associates Jurisdiction Miami-Dade Date Performed 1112812008 Analysis Year Future With Project Analysis Time Period Post-Game 9:30 - 10:30 PM Piro'ect Description Marlins Ba!7eark East/West Street: NW 3 Street JNorth/South Street: South Garage Intersection Orientation: East-West Stud Period his : 0.25 1 AV� ""gg . . . . . . . . . . Pl, I- N -11;; � � N I I "I'�""Cl�"Ill""Ill�,�VVR� M@jor,St,eet Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh,/h 0 51 0 0 28 0 Peak-Hour Factor, PHF___,-'—, (7950,95 0,95 0.95 0.95 0,95 Hourly Flow Rate, HFR ... 0 53 0 0 29 0 (veh1h) I I I Percent Heavy Vehicles 2 I -- 1 2 - Median T e MedianType Raised curb RT Channelized 0 0 Lanes I 1 0 1 1 0 Configuration L TR L TR Upstream Sinal 6 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 I 12 L T R L T R Volume (veh1h) 0 0 0 1732 400 932 'leak-Hour Factor, PHF 0',95 0.95 0.95 0.95 0.95 0.95 burly Flow Rate, HFR 0 0 0 1823 421 981 Percent Heayy Vehicles 2 2 2 2 2 2 Percent Grade 0 0 Flared Approach N Storage 0 RT Channelized 0 0 Lanes 0 1 0 1 1 1 configuratlon LTR L T R el" Approach Eastbound Westbound Northbound Southbound! -- Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR L T R v (veh/h) 0 0 0 1823 421 981 C. (m) (veh/h 1584 1553 856 761 1046 Vic 0.00 0.00 2.13 0.55 0.94 9511/o, queue length 0.00 0.00 126,29 3.44 15.54 Control Delay (s/veh) 73 73 525A 15.4 35.1 iLOS A A F C E Approach Delay (s/veh) 309.7 Approach LOS F Copynght 0 2005 Univer,54y of No6da, AU Rights Reserved HCS+1 � Version 5.2 Generated: 1112812008 116 PM JeibeiralririliMtiiAlil';I)k I /;IL1us�N�ion d ir lu Analyst LSB Intersection South GaragelVW'3 St Agency or Co. Cathy Sweetapple & Area Type All other areas Associates Jurisdiction Miami-Dade' Date Performed 1112812008 Time Period Past-Garrre 9:30 - 10:30 Ply?' Analysis Year Future With Project n"N„ ,J ,f',,.✓+i, 2l a {p,r xuy �;,, �P �v'�"VsJ�F�'.',.'vBJl wY G4 ✓.,V, N I��°nsr :.s J y ?,. (v ��'r✓!,� d kl �,;7"H^I�F �,.rl %�Yl r' I ;^ Mr� R � -a"j �,�;t1fy �A „riKl ✓,a k end i, Grade. = 0 0 9 Z Y Ip ... > r Grade = 0 Shover l ordi Arrow - ^ l4 qI iy9, 4b( V G � F I Grade = " 1 q R EB WB NB SB LT TH RT LT TH RT LT TH RT TH RT Volume (vph) 0 51 0 0 28 0 L-2 400 932 % Heavy eh 2 2 2 2 2 2 2 2 PHF 0.95 0.95 10.95 0.95 0.95 0.05' 0.90 0.90 0.90 Actuated (PlA) A P P P P P A A A Startup Last Time 2.0 2,0 2.0 2.0 2,0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 PedlBkelRTlR Volume 0 0 0 07 t7 0 Lane 'Ultidth 12.0 12.0 12.0 12.0 12.0 12,.0 Parking (Y or N) N N N N N N Pa rkinglHour Bus StopslHour 0 00 0 0 0 Pedestrian Timing 3.2 3.2 3.2 EW Perm 02 03 04 SB Only 06 07 08 1=n G= 10.0 G= G= G= G= 100.0 G G G Y= 3 Y= Y= Y= Y= 3 Y= Y= Y= niantinn of Annivnicz (hrgi 25 (vr^l,,a d Annth C 11130 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET .+ r f :)7 ! a vrr / p,N r7 �✓/ ff � dr %!�' , m ',. 'Y A "./ I pb Rl R �, / I M4.V" Aft p",' & l W f olY J t 4. �,�. a,* A r „ p�p1j ,wF(� wv ";uf � 4fn y, i R'". A r. f wG., �,+f",H`M d% J';u t it f r; F,Y, f, i r r 1 4,, `h �, x i 'Y „ 1 E„ ;f t1 I .!, ✓ .... 1��, OP ,T {fI)�711! I%l1 k I.H N A�F�� !(; AMi}}R�� I R'JF.1'WIr' b �!✓✓J [�iYR'J/t��.7G2i�(Y!'fj ! l JI iF ..; /W�/f{ d+�/. ,h nn f� �✓✓� �; I �f � d,./ ,'OeMm.. f V �� I IM°�+D.4��19'MI „!� n. Nr,s'.�i�lu / 1, iaF � i x i o f „f , fx' . F, 1,,.�! � r(7 1, + v, 1, r ��/2fl it Y�. ,� ✓ „�}) � � � i Project. Description Maffins Ballpark l,'�;u VW�.IY'f, ,y.; .a ih'aY kf fuREr� u, r„�..,! u4%.:k.E "Rx„t✓�, >ry y,�f Jif uJ/�W �..p�'s'!Ati W,:,.PoY'lwy �.r f�I�'Y, d F ,."., t ll. rn. ✓h r%ll .I .l d i r�A l„Ily1rm l,,l'�:. y✓t ,R��"I1�. ix�Y"�yl� r,. rrr Igo, u/� R✓ Mx ,A�r, .v ,.,,.. r,. , ., '�" ^ xx,,,, ,� ,,u„I i.t ,,,,,,. 'Er 1, ,,, ,,,` r /. rJ ,/ .Yr^,yl b 1,.;'Y /. �,,:. e f %; yN,�Ia%�'?X"V%';/�Yn �/v EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT �. 1732 Volume 0 81 0 0 28 0 400 932 PHF 0.90 0.95 O'. 95 0.98' 0.98 O'.98 0.90 0.9t 0.90 1924 1036 Adjusted Flow Rate 0 84 0 0 29 0 444 Lane Group L TJX L TR L TR 1924 1480 Adjusted Flow Rate 0 84 0 29 Proportion of LT or RT 0,000 - 0,000 10,000 - 0.000 -- 0.000 ! -- 10.700 a P alit 8iI �+tii'IFnit Fate o✓, 1900 1900 1900 1900 1900 1900 Base Satflow Number of Lanes 1 1 01 1 1 0 2 1 0 f 1.000 1,000 1.000 1.000 1.000 1.000 f 0, 980 0.980 0.980 0.980 0,980 0.980 f o ?.000 1.000 1.000 1.000 1.000 1.000 f 1.0'00 1.000 1,000 1.000 1.000' 1.000 fbb 1.000 1.000 1.000 1.000 1.000 1.000 f 1.000 1.000 1.000 1.000 1.000 1.000 fLv 1.000 1.000 1.000 1.000 0.9 71 1, 000 fLT 0.738 1.000 _ 0.7"02 1.000 0.950 1.000 Secondary fLT __ W Adjusted Flow Rate EB 1,000 WB NB 1.000 Lane Group L TlTTR L TR 1 1924 0.895 54 Satflow Rate IMO IMO 1.000 1.000 1924 1480 1.000 1.000 161 ,Lpb ZO ZO 2.0 2.0 29,63 1437 2.0 20 0.34 fRpb - 1.000 -- 1.000 0.65 1.03 -- 1.000 0.09 Adjusted Satflow 1375 1863 1307 1863 0.86 0.86 3437 1667 49.9 Secondary Adjusted Satflow 0.00 0.34 0.00 0'.18 2.5 8.0 0.65 1.03 0,50 Adjusted Flow Rate EB 154 WB NB SB Lane Group L TlTTR L TR 1 1924 1480 54 Satflow Rate 1375 1863 L TR Adjusted Flow Rate 0 154 NB 1 0 29 1 L TR L TR 1 1924 1480 54 Satflow Rate 1375 1863 1307 1863 1924 1480 3437 1667 161 Lost Time ZO ZO 2.0 2.0 29,63 1437 2.0 20 0.34 3reen Ratio 0,09 0.09 0.09 0.09 0.65 1.03 0.86 0.86 0.09 Lane Group Capacity 119 161 113 161 0.86 0.86 29,63 1437 49.9 v/c Ratio 0.00 0.34 0.00 0'.18 2.5 8.0 0.65 1.03 0,50 Flow Ratio 0.00 0.03 0.00 0.02 0.23 0.50 0.56 0.89 Critical Lane Group N Y N N N Y Sum Flow Ratios O 92 Lost Time/Cycle 6.00 Critical v/c Ratio 0'.97 EB WB NB SB Lane Group L TR L TR L TR Adjusted Fiow Rate 0 54 0 29 1924 1480 Lane Group Capacity 119 161 113 161 29,63 1437 v/c Ratio 0.00 0.34 0.00 0.18 0.65 1.03 Green Ratio 0.09 0.09 0,09 0.09 . ....... ..... .. . .... - 0.86 0.86 Uniform Delay d,, 48,4 49.9 48.4 49.2 2.5 8.0 Delay Factor k All 0,50 0.50 0.50 0.23 0.50 Incremental Delay d2 0,0 1 5,5 0.0 2A 0.5 31.8 OF Factor IM0 1.555 1.000 1.000 1.000 Control Delay 48.4 55.4 48.4 51.6 3.0 39.8 Lane Group LOS D E D D A, D Approach Delay 55.4 51.6 19.0 Approach LOS Intersection Delay E 15.8 D Intersection LOS 8 8 Copyright 0 2005 University of Fbrida, All Rights Reserved HCS+TM Version 5.2 Generated: 1112812008 2;03 PM Future with, Project Signalization for, Intersections 3, and 12 Pre-Garvw Peak Hour - 6 to 17 PM Post -,Game Pea k Ho u r -f:\ƒ\% 0-M30 PiM Intersection Locations Pre -Game Peak P,ost-GePa a NW © Ave at NW South River Dr /\\P NW 17 Ave at NW 7 St 6 to ^«« 930-10:30 PM t,,IW'1'7 Aim at, N"W 3 St 6 to 7 P hII jncluid NW 17 Ave at W. F! ler St SW 17 »<a SiW 1 St NW 14 Ave t< 2\: NW 15 Ave, at W. w<m 6i t#<f« Not included FNW 12, Ave at NW 14 Sit 6 to 7 PM Not included NW 12 Ave at 2<8 3 WB d°Ram l a s ¥» Not included NW 12 Ave at NW 11 St . . . .. ......... . .. . ...... . NW 12 Ave at NW 7'St t: LN—W-12-Ave at N'W 3 St Not IncWded NW »•:±7:\:»\«^ gler St \\I\\?}\2 14 - - ------- - .. - at SW 1 Sit ------ - — ----- -------- 930i-1030 P'M FULL REPORT w"NWIRii �h�14.A4/11144UMId' ` ,A k-,... .lw✓'q A4J I I,I ip '..SM � � ia�PJIN�A TSR+�l a l,� ri. L: f Analyst LS8 Intersection NIN 17 AvelNIN 3 St Agency or Co. lathy Area Type All other area's AssocSweeiates Asse'c200 Jurisdiction Miami -Dade Gate Performed 008' Anallysis Year Future With Project" Time Period Pro Game -Game fi - 7 F''i I:,;i, . el-„y'Pe4!w,f+ ,-,t ,, ii , r, r:",.Y%IY lll'' PP J V Y ✓^YP F PI / f H f4 V�4AEPU 7n ! l.l! y,,r�'vJ�Ikn �f�iGli�'iem",'� .u,G .(i yl.. 1 't+✓�.aL�%.'(u „frtN:eYN!,,I✓.N 1l f n J Y f - ir?'.'t',i m„ Y,,, t r"i ,it Ir / r i i N II ; i ` I Grade 0 0 3 r Grade = d Mm M+lzaortr Asrar d 7 r 1 { T Y 0 _ TR Grade qq g -II lk3 Grade 0 LTR 1 3 0 !"TMM'MM . ,.SOP M EB WB NB SIB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 28 8 46 11 8 62 51 1084 444 248 885 47 % Heavy Veh 2 2 2' 2 2 2 2 2 2 2 2 2 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 Actuated (P/A) A A A A A A A P P A P P Startup Lost. Time 2.0 2.0 2..0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2,0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3'.0 3.0 3.0 3.0 PedtBiketRTOR Volume 1 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12,0 12.11 12.0 Parking (Y or N') N N N N N N N ParkingtHour Sus tops/Hour 0 0 0 0 0 0 Pedestrian Timing 3.2 3.2 3.2 3.2 Y M""G" lid49rx rf ,m6Y S(�',L�uun u " r X',, u,M,�,rna'7 `tnyi', "++4s :.,Y :a r z Y r J� 3fe a!,:„ ! i'v�:Ji /'My Yf;. ,;, �'/i r/✓'Ma a"? tw'+';.,;Yryl P� r,r ti -wM,•a• +„o�,w ar �.,��,„..r ,r_ n, ���lr 'dFl�/�., ,�x.ara�:w* �'c ami`„nr. N,v!„�iv .,,v z,?,,,�, lr� ,a. r,,, 6r. �r1 k" 'W yam ;.f,rr sa �,/�lw, lvi�„GP�i��"v l!,�'`;; ra 2�+r„rv;,1N1�1�r.�:. EW Perm O12 03 04 Excl. Left NS Perm 07 08 Timing = 14.0 G_ Ga= G Ca= 21.0 G= 38.0 G: C,_ Volume Y=3 Y= Y= Y= IY=3 Y=5 y y_ Duration of Analysis hrs = O.25 0.95 8.95 0.95 Cycle Length B = 84.0 VOLUME ADJUSTMENT AND SAT'URAT'ION FLOW RATE WORKSHEET i',:;n 4Ylr Y"r �t '� . "' k" ".r� , i ✓ e r ,, i ✓ My wl,l %. ;a , d'.pkr4^^tl 11N ::,M,rf 1.r:'; ,7 ✓ t 1 .XM ', 9r -( .: w r b M` :6"M„"'f F ! 9r' i 9 w.r, %'r?r„/,,, Sv,.J r r, rc 7 ✓c d� ,, T / ,v4 I(.,� 1 ✓' :� , ,a �� df mlrr / / Ir f ,+; Yf6 i J'1 J!t J I.M;', J /1r r/ 4"rl,�l /Ir , Wl �E �". i�,. � ��r,) �� �f�"': Kfl!r/'J. � li ��J 'id W (�;!` !/ ]��;� „d :Jl(D 1 h fy� n'• f ! /: qL A7 � .��( I � lir' �2 j �,l� �y(� �,�� Project Description lMr9arl►ns Ballpark �V. ,✓ I,Ayx (1 P<''„)irk taY �W-yl9trc� r ',r�.%,t/+ Q� �;u ,fl �!✓/J(A✓4 V!"�a'.'4 K,yi 14."ff,.�'X,ddlh JI u.FI,.:I %d� o.d.;i/ ( iF Y, ''m/,1Y /,''^.", 'v W'rf i/ r J�''Il✓Ay�fl i(k r�; ',9 PM x1Y �a�x.'� r,'1'�,fd;: i: dl'jrv,kxa,.tY ✓ rG mi,.Yl L F� r<,V EJN 1 f ", W ! X 1 / I ✓✓ !'� ": / ,r,.'�r�)ro MI AI r�A't'� y 4�,y''t(%Y+� 'p� Y,y.,rp '. �"IWXr,'.'ar,11 ��Aa+14dj Y M""G" lid49rx rf ,m6Y S(�',L�uun u " r X',, u,M,�,rna'7 `tnyi', "++4s :.,Y :a r z Y r J� 3fe a!,:„ ! i'v�:Ji /'My Yf;. ,;, �'/i r/✓'Ma a"? tw'+';.,;Yryl P� r,r ti -wM,•a• +„o�,w ar �.,��,„..r ,r_ n, ���lr 'dFl�/�., ,�x.ara�:w* �'c ami`„nr. N,v!„�iv .,,v z,?,,,�, lr� ,a. r,,, 6r. �r1 k" 'W yam ;.f,rr sa �,/�lw, lvi�„GP�i��"v l!,�'`;; ra 2�+r„rv;,1N1�1�r.�:. EB WB NB SB LT TFI BT LTTF BT LT TFI BT LT TFC RT 1084 Volume 28 8 46 11 8 82 51 444 248 885 47 PFIF' 0.95 0.95 0.95 0.95 0.95 0.95 0.95 8.85 0.95 0.95 8.95 0.95 1141 Adjusted Flow Pate 29 8 48 12 8 65 54 467 261 9.32 49 Lane {roup LTR LTR L TR L TR 1588 Adjusted Flow Rate 85 85 54 251 981' Proportion of LT or PT 9.341 -- 8.565 +9.141 - 8.765 0,000 - 0.290 0.000 -- 0.050 1900 1900 1900 1900 1900 1900 Base Satflow Number of Lanes 0 1 0 0 1 0 1 3 0 1 3 0 fW 1,000 1.000 1.000 1.000 1.000 1.000 ff� yyy V y fT 0.980 0.980 0.980 0.980 0.980 0.980 f 1.000 1.000 1.000 1.000 1.000 1« 000 Ip Y 1,000 1,000 1.000 1.000 1.'000 1.. 000 fFi b 1.000 1.000'. 1..000 1.000 1.000 1.000 :.... f 1.000 1.000 1.000 1.000 1.000 1.000 fr y u g 1.000 1.000 1.000 0,908 1. 000 0.908 fry. . 1 0,896 .._ 0.9'64 .... 0.950 1.000 _.. 0.950 1,000 .... Secondary fLT 0.20911 0.098 fRT ;. r/��y✓'/y��g. r�iyy! l; qiryI^';'�.^`' �y �"y �q Fa � r 1 y f f W 5 /w !� A.0 lU ' "'d �!i/ rca•, � /! it / 1 I p ,���r%�f1 f r !' ti /.d o ✓r ; I + � L �, ..4 „�AiAi. �t ✓,/1, / Fi t U'i� 1 � 4�frY D '! U/ 'ir 11 1 li"`k'"'!� I�YI! cif �lY 1'//k 1.924 Project Description MarNrrns Ballpark tiGsir q'�Art9At'�»�Jt �d° r �' � r i % r fY� / 1✓ r H fi. 0.897 EL EB 5*y�,ry V'411 0.956 I�^,� B T Larne gaup 0.993 LTR L TR L TR 1.000 1.000 1.000 1.000 1.000 1.000 fRpb 1,000 85 1.000 85 1.000 54 1.000 261 Adjusted Satflow 1542 1542 1611 1770 4883 1770 1770 8086 1770 Secondary Adjusted Safflow atflow Rahe _ - 374 - 182 CAPACITY AND LOS WORKSHEET ;. r/��y✓'/y��g. r�iyy! l; qiryI^';'�.^`' �y �"y �q Fa � r 1 y f f W 5 /w !� A.0 lU ' "'d �!i/ rca•, � /! it / 1 I p ,���r%�f1 f r !' ti /.d o ✓r ; I + � L �, ..4 „�AiAi. �t ✓,/1, / Fi t U'i� 1 � 4�frY D '! U/ 'ir 11 1 li"`k'"'!� I�YI! cif �lY 1'//k ^mow �,. �r 'V,N �'�br r ,. �N: !d✓i y �dld+.'n,.,/,XF IC��� Pd I % lYil f r .: q r. i � ,,.} l/ � rav, D;,.,, >'YN l�,�9,„� � �.,; r") a w P J ( /f' � r ✓$ F v U }1 i Project Description MarNrrns Ballpark tiGsir q'�Art9At'�»�Jt �d° r �' � r i % r fY� / 1✓ r H fi. EL EB 5*y�,ry V'411 p NB I�^,� B T Larne gaup L.TR LTR L TR L TR 1608 Adjusted Flow Rate 85 85 54 261 981 1542 1611 1770 4853 1770 5036 atflow Rahe Last Tame 2,0 2.0 2.0 2.0 2.0 2.0 3r+een Ratio 0.17 0.17 0.74 0.45 10.74 0.45 Larne Group Capacity 257 269 626 2195 532 2278 vlc Ratio 0.3.3 0.32 0.09 0.73 0,49 0.43 Flow Ratio 0.06 0.05 0.03 0.33 0.15 0.19 Critical Lane Group y N N y y N Sum Flow Ratios 0.53 Last Time/Cycle 13.00 Critical vlc Ratio 0.63 N�' dIl�✓ ,+yµSiW �„�, U',WdJ, 'l^.J7 1Nr�Y d/ b r .,. �. :srlli�c1 ,d�%H'&""µy, i��N IrP, i�"•A%�l� ' it ".:l�;%`ir''yd!h��J,��r„yry.�/I^d�v�''...�Ar/ltlLkY', �4� .�1J!'"i�i�(1%"�'�. ,,��/ ! i 15d„IV�kNer�yv l'+,Usw�.,,� )!l, �i�'f/ iI 1 ,,Isml✓111�'N.�,, ^!' i/ y/9�7'iu frU „r 7�y/N `!j^�i.ri:� Y ,;�,1Ry r!.rn� r ^rFynP ;yNaln nY;j�y .�',I'!�� p'y„y�0,y^rkiy�fd.� �9 !"! p(ti,k . rk� /9Y�µ% $�UlS%Ujf�;N� ,. r/ -d. ia / u ' B NB S ... LTR Larne Croup LTR' L TR L TR 1608 Adjusted Flow Rate 85 85 54 261 081 Lane Group Capacity 257 269 626 219.5 532 2278 vlc Ratio 0,3.3 0.32 0.09 0.73 0.49 0.43 Green Ratio 0.17 0.17 0.74 0.45 0.74 0.45 Uniform belay di 30.9 � 30.8 3.9 18.8 14.2 15.6 Delay Factor k 0.11 0.11 0.11 0.50 0.11 0.50 Incremental Delay d2 0.8 0.7 04 2.2 0.7 0,6 OF Factor 1.000 imo 1.000 7.000 1.000 1,000 Control Delay 31.6 31.5 3,9 21.0 14.9 16,2 Lane Group LOS C C A C B B Approach Delay 31.6 31.5 20.5 1 16.0 Approach LOS C C C B Intersection Delay 19.3 Intersection LOS I B Copyright 0 2005 University of Flodda, All Rights Reserved HCS+'Tm Version 5.2 Generated11/28120,08 2:21 PM FULL REPORT r e'inrrriatN� , °" ,r Ysit+wftih' , e Analyst L B Intersection NW 12 AveINW 3 St Cathy Swev etafaele & Agency, or Co. Area Type All other areas Associates Jurisdiction Miami -Marie Date Performed 1112812008 Analysis Year Feature With Project Time Period Pro -Game 6 - 7 PM j""'kQ 'F6'��'�UW! i�T4✓5'A ;, p'jAid J 1 r IpI .. l l; ) �//Y./ b y ^i/�'N u,r�/ ^�r/ ! 1',y J r P� / / #J 1b�t�Y.o; �4JIF2i„ //�,. �� �r,4,��4'`�� , , , Mrd ,�"�x✓�,a ,/ , > i. 1, Grade= 0 0 2 0 � y 1 . Grade Sir" Norm 14iaM J T i f 41 7 T111111. S I .� 1 LT Grade = 0 LTR Grade 0 0 2 0 ill lnu Ut FB WB N6 SB LT T RT LT T RT LT TH RT LT T RT Volume (vph) 21 28 39 294 650 55 67 643 693 % Heavy Veh 2 2 2 2 2 2 2 2 2 PHF 0.95 0.96 0.95 0.95 6.95 0.95 0,95 0.95 07.96 Actuated (PIA) P P P P P P A P P Startup Lost Time 2.0 2.0 2.17 Extension of Effective Green 2.0 2.07 2.07 Arrival Type 3 3 3 Unit Extension 3.0' 3.0 3 0 PedlBikelRTOR Volume 0 0 0 0 0 0 1 0 0 0 Lane. Width 12.07 12,0 12.0 Parking (Y or N N N N N N N Parkingflour Bus Stops/Hour 01 0 0 Pedestrian Timin 3,2 3.2 3.2 EB Only . . ... .. ... ...... ........ ... .. . 02 -- 03 04 SB Only NB Only 07 08 Timing G= 11,0 ]G= G= G= G = 59.0 G= 38.0 G= G: SB LT Y Y= Y ]Y= 4' Y= 5 Y= LT Duration of Analysis RT LTT VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET Project Description Marfins Ballpark mN EB WB NB SB LT TH RT LT TH RT LT TH RT LTT H RT Volume 21 28 39 294 650 55 67 643 693 PHP' 0.95 0.95' 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 22 29 41 309 684 58 71 677 729 Lane Group LTR' LTR, L TR Adjusted Flow Rate 92 1051 1477 �roporbon of LT or RT 0,239 — 0.446 0.294 — 0.055 0.048 — 0.494 at ✓ ... .... . ..... .. .... Base Satflow 1900 1900 1900 Number of Lanes 0 1 0 0 2 01 0 2 0 fW 1.000 1.000, 1.000 ftiv 0.980 0.980 0.980 f9 1.000 1.000 1.000 fp 1,000, IMO 1.000 fbb 1.000 1.000 1,000 IMO 1.000 1.000 feu 1,000 1.000 0.908 fLT .. .. ...... 0.988 0.986 0.998 Secondary fLT fRT "g 0.940 Project Description Marfins Ballpark R"Yr EB 0.992 NB SIB O. 926 I 1.000 LTR .. . .............. . .. ... 1.000 L TR 1.000 Lpb 1051 1477 Safflow Rate fRpb 1.000 3641 1.000 3125 1.000 Adjusted Satflow 1730 2.0 3641 2.0 3125 Secondary Adjusted Safflow I L 0.32 0,49 Lane Group Capacity CAPACITY AND LOS WORKSHEET "g Project Description Marfins Ballpark R"Yr EB WB NB SIB Lane Group LTR LTR L TR Adjusted Fiow Rate 92 1051 1477 Safflow Rate 1730 3641 3125 Lost Time ZO 2.0 2.0 green Ratio 0.09 0.32 0,49 Lane Group Capacity 159 1153 1536 We Ratio OM 0.91 0.96 Flow Ratio 0,05 0.29 0.47 Critical Lane Group y y Sum Flow Ratios 0.81 Lost Time/Cycle 12.00 Utical v/c Ratio 0.90 EB WS NB SB Lane Group LTR L TR L TRT Adjusted Flow Rate 92 1051 1477 Lane Group Capacity 159 1153 1 1536 v/c Ratio :0.58 0,91 0.96 Green Ratio 0.09 0.32 049 Uniform Delay di --52.3 39.4 29.4 Delay Factor k OM 0.50 0,50 Incremental Delay d2 14.4 12.3 15.5 DF Factor Control Delay Lane Group LOS 1.000 66.7 E 1,000 51.7 D 1M0 44.9 D Approach Delay 66.7 51.7 44.9 LOS E D D ,Approach fntersectitan Delay 48.4 Intersection LOS D Copyright@ 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.2 Generated: 1112a/2008 2:29 PM aD m Pre -Game Peak Hour - 6 to 7 PM Post-Garine Peak Hoin, ; 9:30 to 10:30 PM Intersection Locations Pre-Garne Peak Posit -Game Peak L__NW 17 Ave at NW South RiYefk . . ..................... . rOVA NW 17 Ave at NW 3 St 6 to 7 PM Not included � ve t W. 1:1 ler t 7 A 6 to 7 PM 9�30-10:30 PM S'W 17 Ave at SW I St 6 to 7 PM 91:30-10:30 PM NW'1'4 Ave at NW 7 St MEMO NW 15 Ave at W. Fla.9 ler St.. included NW 12 Ave at NW 14 St incl�uded 6to7 Not included NW 12 Ave at NW1 1 St 61 to 7' 9-30-10:30 PIVI NW 12 Ave at N�W 7 Sit 6 to 7 PM SII 01M NW,12 Ave at NW 3 St _JIM131 6 to'7 PiM Not Included NW 12 Ave at W. Flagler St 6 to 7 PM SW 1i 2 Ave at SW I Sit .......... .... . . ....... 7 Z 2 z z w. ...... . ..... . ..... 'a q 51 6 6 6 6 6 Il o ... . ........ 0 0 In 0 a a 0 0 0 a IP pj om 4n' �x V R q R R Z <r„a 's 'L" q o a Ca -o 4 ca ra 0 nC.r v is . . . . . 0 . ........ . ... . .... . . .... w., 0 1. rC 70 R IM cL 0 a 0 a 0 0 a a M 0 2 n Ca . . 0 0 0 uj w o 0 > a ;2 2 R 4?1 4� In 52 .2 2! 2 a U, d d d d d d CI qU ip W . . . . .. ......... . .... ------ tL L) z z F 2 w. E,fJ z T 2 A uj x uj �J" I IM (41 Analyst LSB Cathy Sweetapple & Intersection NW 17 AvelFlagler St Agency or Co. Associates Area Type All other areas Gate Performed 11128V2008 Jurisdiction Miami -Dade Time Period Post -Game 9:30 - 10:30 PM Analysis Year Future With Project ° r-Anr r, r r r i G v ' i u 'r 1 , k yr r, y,✓xu`ri a "r, , 7: ,Mr, vn,!vr v r:r aP ,,ra,rs Grade = 0 1 2 V Grade = show North k row R f t 3 . r a T dry Grade = L T ; ... y. ^.{,.� = L Grade = 0 = L. T 1 2 ii CYtt� 0 T EB WIC NB SIS LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 67 1183 112 76 326 1041 733 % Heavy Veli 2 2 2 2 2 2 2 PHp 10.95 8.95 6.96 0.95 0.95 0.95 Actuated (PJA) A .A FZ02.0 P P P Startup Last Time 2.0 2.6' 2.0 2.0 2,0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2'.0 Arrival Type 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3,0 3.0 Ped/BikelRTOR "Volume 0 0 0 0 0 0 0 0 Lane Width 12.0 1,2.0 12,0 12.0 12,0 � 12.0 12.0 Parking (Y or N) N N N N N N Parking/Hour Bus StopslHour 0 0 0 0 0 0 0 Pedestrian Timing 1 3.2 1 3.2 1 3,2 Timing WB Only 02 G= 38.0 G= 03 G= 04 Gm NB Only G = RO NS Perm 07 C= 58.0 G= 08 G 1Y= LT TH RT LT TH RT-- LT TH RT LT TH RT Y= 5 Y= Y Y= Y= 5 Y= 5 - -1Y= F 1163 Duration of Analy�s burs = 0.25.. 76 CV -1- L--- 4" f' - 120,0 VOLUME ADJUSTMENT AND SATURATION FLOW RATE WORKSHEET 3" 4, A Project Description Madins Ballpark M T R EB WB NB SB LT TH RT LT TH RT-- LT TH RT LT TH RT Volume 67 F 1163 112 76 326 1041 733 PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adjusted Flow Rate 71 1224 118 80 343 1096 772 Lane Group L T R L T T R Adjusted Flow Rate 71 1224 118 80 343 1096 772 11roportion of LT or RT f 10.000 - 10.0000.000 - 10.000 10.000 0,000 . . . . . . ti °iF _0 ral RWY Base Satflow 1900 1900 19010 1900 1900 1900 1900 Number of Lanes 1 3 1 1 2, 2 1 fW IMO 1.000 1.000 1.000 1.000 1,000 1.000 fHV 0.980 0.980 0,980 0.980 0.980 0.980 0.980 19 1,000 1.000 1.000 1.000 1.000 1.000 1.000 fp 1.000 IMO 11,000 1.000 IMO 1.000 IO M fbb 1,000 1.0001 1 11M0 1.000 1.000 IMO 1,000 f. 1.000 IMO 1.000 1.000 imo IMO IMO fLu 1.000 0.908 1.000 IMO 0.952 0.952 1.000 fLT 0.950 1.000 O�950 �1.000 1.000 Secondary fL:T 0.140 CAPACITY AND LOS WORKSHEET j c� n�+ I �, '4 �, ea��,: F G/`1d.7�: N4'� F'��'Yj FI �,.l f, del %1' fr✓,G � .��mlhN! � / fr ;! Yl II dr tT �G ) /(�.e /'S.V A f ,,! � f� -. '!!�°�A „,,,, �����ae,�.�,wf¢,[zro,t�AG�`,�:�;a�,�nW��/�N:xru�,.6,��i>�Ar/l`�"r�.,,d�����i1✓„u,.�w�""PoY.A,���, x�.,nftw�/fig' ot!.>�;�,Lp9l /i✓,��i�4dmti(�✓..! x,F,����,I.,„WI Project Description Marlins Ballpark f� /„ 1.000 0.850 EB 1. 000 p SB Lane Croup 1.000 1.000 R 1, 000 1.000 T Adjusted Flow Date 71 1224 118 80 343 1096 772 atf1ow, Rate 1,000 1.000 1,000 5074 1583 Adjusted Satflow 3547 1770 5074 1583 1770 3547 2.0 Secondary Adjusted Safflow 2.0 210 2.0 - 261 Green Ratio CAPACITY AND LOS WORKSHEET j c� n�+ I �, '4 �, ea��,: F G/`1d.7�: N4'� F'��'Yj FI �,.l f, del %1' fr✓,G � .��mlhN! � / fr ;! Yl II dr tT �G ) /(�.e /'S.V A f ,,! � f� -. '!!�°�A „,,,, �����ae,�.�,wf¢,[zro,t�AG�`,�:�;a�,�nW��/�N:xru�,.6,��i>�Ar/l`�"r�.,,d�����i1✓„u,.�w�""PoY.A,���, x�.,nftw�/fig' ot!.>�;�,Lp9l /i✓,��i�4dmti(�✓..! x,F,����,I.,„WI Project Description Marlins Ballpark f� /„ � iA�wt PAlI�'IfA'I J EB WB p SB Lane Croup L T R L T T Adjusted Flow Date 71 1224 118 80 343 1096 772 atf1ow, Rate 1770 5074 1583 1770 3547 3547 1583 Lost Time 2.0 2.0 2.0 210 2.0 2.0 2.0 Green Ratio 0.32 0.32 0.32 0.60 0.60 0.48 0.48 1607 2128 1714 Lane Group Capacity 560 501 270 765 vic Ratio 0.13 0.76 0.24 0.30 0.16 I 0.64 1.01 Flaw Ratio 0.04 0.24 0.07 0.05 0.10 0.31 0.40 Critical Lane Croup y N Y N R Sum Flow Ratios 0.77 Lost Time/Cycle 15.00 Critic -al v/c Ratio 0.88 �r'>✓J,'„ Mri7✓r � ,� .1lwv�r ,,, z'�;; ,/„� "zrr�a ''' / s, zr2.��'+ ���' ,ve gym;; ��I�r� �! �.�rra�i w�F y ��?... r, ,r�� i uu ��ty ' ,�!tir 1 /^. � f f ;: r i �.+aA ,IV�� OP..dY Ot ., G"' A..G»."A'+"L�i� /. .Y AQP✓ew ✓w: f' / ,�i It ,�„>'71".✓ kr� //�,1,� 0. ":; ./ ., /"r/�:.. »,%/%, .,'l r ,, ,r PI ,m ✓/ / a �" U :. E. x a wl B l Lane Group L T R L. T T R Adjusted Flow Rate 71 1224 118 80 343 1096 772 Lane Group Capacity 560 1607 501 270 2128 1714 765 v1c Radio 0.13 0.76 0.24 0.30 0,16 0.64 1.01 Green Ratio 0.32 0.32 0.32 0.60 0.60 0.48 0,48 Uniform Delay di 20.2 36.9 30.3" 14.3 10.6 � 23.2 31,0 Delay Factor k 0.11 0.31 0.11 0.11 10.50 0,50 0.50 0.1 21 0,2 0.6 0.2 1.8 34,8 Incremental Delay d2 PF Factor 1.000 1.000 t000 IMO 1M0 t000 jlmo Control Delay Lane Group Los 29.3 C 39,1' D 30.5 C 14.9 8 10.8 B 25.0 C 65.8 E Approach Delay 37.9 11.6 41.9 Approach LOS D B D Intersection Delay 36.9 Intersection LOS D Copyfighl 0 2005 University of FlOdda, All Rights Reserved HCS+T?4 Version 5.2 Generated: 1112812008 2':1+5 PM