Ruggles Center, Final Environmental Impact Report, Eoea No. 6133 Final Appendices
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In our eReader you can find the full English version of the book. Read Ruggles Center, Final Environmental Impact Report, Eoea No. 6133 Final Appendices Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Ruggles Center, Final Environmental Impact Report, Eoea No. 6133 Final Appendices
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To quickly assess the difficulty of the text, read a short excerpt:
.000 0.950 1606 WB TH 1800 3 1.000 0.939 1.000 1.
000 1.000 1.000 1.
.000 1.000 5070 NB LT 1800 1 0.967 0.952 1.000 1.
000 1.000 1.000 1.
.000 0.950 1574 NB TH-RT 1800 3 1.000 0.952 1.000 1.
000 1.000 1.000 0.
.944 1.000 4854 SB LT 1800 1 0.933 0.952 1.000 1.
000 1.000 1.000 1.
.000 0.950 1520 SB TH 1800 2 1.000 0.952 1.000 1.
000 1.000 1.000 1.
.000 1.000 3429 SB RT 1800 2 0.933 0.952 1.000 1.
000 1.000 1.000 0.
.750 1.000 2400 CAPACITY ANALYSIS WORKSHEET DIR LN GROUP V s V/S g/C c V/C CRITICA...L EB LT 763 3154 0.24 0.31 983 0.
,78 * EB TH-RT 401 3544 0.11 0.15 516 0, ,78 * WB LT 347 1606 0.22 0.31 500 0.
,69 WB TH 455 5070 0.09 0.15 739 0, ,62 NB LT 19 1574 0.01 0.16 260 0.
,07 NB TH-RT 1063 4854 0.22 0.32 1542 0.
,69 SB LT 195 1520 0.13 0.16 251 0.
,78 * SB TH 846 3429 0.25 0.32 1089 0.
,78 * SB RT 674 2400 0.28 0.79 1906 0.
,35 cyct,f;=ioo.o LOST= 6.0 SUM V/S CRIT= 0, ,73 TOTAL V/C := 0.7£ J LEVEL OF SERVICE WORKSHEET DIR LN GROUP v/c g/C C dl c d2 PF Delay LOS Avg Q 95% Q EB LT 0.78 0.31 100.0 23.75 983 2.78 1.00 26.53 D 13.9 17 EB TH-RT 0.78 0.15 100.0 31.27 516 5.06 0.85 30.88 D 9.1 11 WB LT 0.69 0.31 100.0 22.97 500 2.86 1.00 25.83 D 6.6 8 WB TH 0.62 0.15 100.0 30.47 739 1.12 0.85 26.85 D 9.8 10 NB LT 0.07 0.16 100.0 26.83 260 0.00 1.00 26.83 D 0.4 1 NB TH-RT 0.69 0.32 100.0 22.65 1542 0.93 0.85 20.05 C 18.3 18 SB LT 0.78 0.16 100.0 30.39 251 9.58 1.00 39.97 D 4.5 7 SB TH 0.78 0.32 100.0 23.48 1089 2.52 0.85 22.10 C 15.3 16 SB RT 0.35 0.79 100.0 2.24 1906 0.05 0.85 1.94 A 3.7 4 DIR Delay LOS EB 28.03 D WB 26.41 D NB 20.17 C SB 16.20 C INTERSECTION DELAY = 21.71 INTERSECTION LOS=C THE CYCLE LENGTH WITHIN THE BOUNDS OF 50 TO 120 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 100.0 SECONDS FOR A V/C RATIO OF .95 THE CYCLE SHOULD BE 25.9 SECONDS THE EXISTING TIMING IS OPTIMAL CINCH PROGRAM VERSION DATE 4-29-1988 1985 HCM - CHAPTER 9: SIGNALIZED - OPERATIONAL ANALYSIS MELNEA CASS/MASSACHUSETTS/SOUTHHAMPTON/X-WAY RAMPS EXISTING CONDITIONS - SAT PEAK HOUR date: 08-17-1989 time: 11: 19:27 LAST DATA SET NAMES LOADED OR SAVED VOLUME=P18I13S GEOMETRICS=P18I13 SIGNAL=P18I13 LOCATED IN CBD:N VOLUME & ; GEOMETRICS VOLUMES # OF LANES LANE WIDTH CROSS DIR LT TH RT LT TH RT LT TH RT WALK EB 507 264 2 2 2 11.0 12.0 0.0 WB 242 289 13 12.0 12.0 0.0 NB 14 422 253 13 11.0 12.0 0.0 SB 136 562 434 12 2 10.0 12.0 10.0 TRAFFIC & ROADWAY CONDITIONS DIR GRADE %HV EB 0.0% 2.0% WB 0.0% 5.0% NB 0.0% 2.0% SB 0.0% 2.0% ADJ PARK Y/N MOVES BUSES N N N N PEDESTRIANS ARR PHF CROSS BUT MIN TIME TYPE 920 N 4.0 3 ,920 N 4.0 3 920 N 4.0 3 .920 N 4.0 PHASINGS EASTBOUND 1 t r p 1 * 2 * * 3 * 4 * WESTBOUND 1 t r p * * * * NORTHBOUND 1 t r p * * * * SOUTHBOUND GREEN 1 t r p * 31.7 * 14.8 * * 16.2 * * 31.2 Y+R PRE/ACT 3 3 A A A A CYCLE= 100.0 VOLUME ADJUSTMENT WORKSHEET PART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFR EB 507 264 2
What to read after Ruggles Center, Final Environmental Impact Report, Eoea No. 6133 Final Appendices?
You can find similar books in the "Read Also" column, or choose other free books by Boston Redevelopment Authority to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
.000 0.950 1606 WB TH 1800 3 1.000 0.939 1.000 1.
000 1.000 1.000 1.
.000 1.000 5070 NB LT 1800 1 0.967 0.952 1.000 1.
000 1.000 1.000 1.
.000 0.950 1574 NB TH-RT 1800 3 1.000 0.952 1.000 1.
000 1.000 1.000 0.
.944 1.000 4854 SB LT 1800 1 0.933 0.952 1.000 1.
000 1.000 1.000 1.
.000 0.950 1520 SB TH 1800 2 1.000 0.952 1.000 1.
000 1.000 1.000 1.
.000 1.000 3429 SB RT 1800 2 0.933 0.952 1.000 1.
000 1.000 1.000 0.
.750 1.000 2400 CAPACITY ANALYSIS WORKSHEET DIR LN GROUP V s V/S g/C c V/C CRITICA...L EB LT 763 3154 0.24 0.31 983 0.
,78 * EB TH-RT 401 3544 0.11 0.15 516 0, ,78 * WB LT 347 1606 0.22 0.31 500 0.
,69 WB TH 455 5070 0.09 0.15 739 0, ,62 NB LT 19 1574 0.01 0.16 260 0.
,07 NB TH-RT 1063 4854 0.22 0.32 1542 0.
,69 SB LT 195 1520 0.13 0.16 251 0.
,78 * SB TH 846 3429 0.25 0.32 1089 0.
,78 * SB RT 674 2400 0.28 0.79 1906 0.
,35 cyct,f;=ioo.o LOST= 6.0 SUM V/S CRIT= 0, ,73 TOTAL V/C := 0.7£ J LEVEL OF SERVICE WORKSHEET DIR LN GROUP v/c g/C C dl c d2 PF Delay LOS Avg Q 95% Q EB LT 0.78 0.31 100.0 23.75 983 2.78 1.00 26.53 D 13.9 17 EB TH-RT 0.78 0.15 100.0 31.27 516 5.06 0.85 30.88 D 9.1 11 WB LT 0.69 0.31 100.0 22.97 500 2.86 1.00 25.83 D 6.6 8 WB TH 0.62 0.15 100.0 30.47 739 1.12 0.85 26.85 D 9.8 10 NB LT 0.07 0.16 100.0 26.83 260 0.00 1.00 26.83 D 0.4 1 NB TH-RT 0.69 0.32 100.0 22.65 1542 0.93 0.85 20.05 C 18.3 18 SB LT 0.78 0.16 100.0 30.39 251 9.58 1.00 39.97 D 4.5 7 SB TH 0.78 0.32 100.0 23.48 1089 2.52 0.85 22.10 C 15.3 16 SB RT 0.35 0.79 100.0 2.24 1906 0.05 0.85 1.94 A 3.7 4 DIR Delay LOS EB 28.03 D WB 26.41 D NB 20.17 C SB 16.20 C INTERSECTION DELAY = 21.71 INTERSECTION LOS=C THE CYCLE LENGTH WITHIN THE BOUNDS OF 50 TO 120 SECONDS WHICH MINIMIZES CRITICAL MOVEMENT DELAY IS 100.0 SECONDS FOR A V/C RATIO OF .95 THE CYCLE SHOULD BE 25.9 SECONDS THE EXISTING TIMING IS OPTIMAL CINCH PROGRAM VERSION DATE 4-29-1988 1985 HCM - CHAPTER 9: SIGNALIZED - OPERATIONAL ANALYSIS MELNEA CASS/MASSACHUSETTS/SOUTHHAMPTON/X-WAY RAMPS EXISTING CONDITIONS - SAT PEAK HOUR date: 08-17-1989 time: 11: 19:27 LAST DATA SET NAMES LOADED OR SAVED VOLUME=P18I13S GEOMETRICS=P18I13 SIGNAL=P18I13 LOCATED IN CBD:N VOLUME & ; GEOMETRICS VOLUMES # OF LANES LANE WIDTH CROSS DIR LT TH RT LT TH RT LT TH RT WALK EB 507 264 2 2 2 11.0 12.0 0.0 WB 242 289 13 12.0 12.0 0.0 NB 14 422 253 13 11.0 12.0 0.0 SB 136 562 434 12 2 10.0 12.0 10.0 TRAFFIC & ROADWAY CONDITIONS DIR GRADE %HV EB 0.0% 2.0% WB 0.0% 5.0% NB 0.0% 2.0% SB 0.0% 2.0% ADJ PARK Y/N MOVES BUSES N N N N PEDESTRIANS ARR PHF CROSS BUT MIN TIME TYPE 920 N 4.0 3 ,920 N 4.0 3 920 N 4.0 3 .920 N 4.0 PHASINGS EASTBOUND 1 t r p 1 * 2 * * 3 * 4 * WESTBOUND 1 t r p * * * * NORTHBOUND 1 t r p * * * * SOUTHBOUND GREEN 1 t r p * 31.7 * 14.8 * * 16.2 * * 31.2 Y+R PRE/ACT 3 3 A A A A CYCLE= 100.0 VOLUME ADJUSTMENT WORKSHEET PART 1 (MOVEMENT ADJUSTMENTS) DIR LTV THV RTV PHF LTFR THFR RTFR EB 507 264 2
What to read after Ruggles Center, Final Environmental Impact Report, Eoea No. 6133 Final Appendices?
You can find similar books in the "Read Also" column, or choose other free books by Boston Redevelopment Authority to read onlineMoreLess
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