Functional Design Report: Reconstruction of Merrimac Street, Causeway Street, Lomasney Way, Martha Road And J.F.F. Expressway Surface Road

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\J^^ lo>ic"Tv^-Hnct)el&-,5 fg-] -Z2_ M,3 = (C;, + CJ (C«/M,)+(Ci/.M,) M,3 = -23_ Overall Evaluation Control 'S'tt>P> S\GH Prevailing Speed "^^O^-vPH Critical Movement Analysis: PLANNING Calculation Form 1 I intersection CfiuSCEuJ^y ST ATCP^Hf^L St- Design Hour \^b~? "Pn i>h Problem Statement Fi^c^ \^S-? LoS : Step J. Identify Lane Geometry Approach 3 N\ CauSeuja^ty Sir V Approach 4 Step 4. Left Turn Check Approach a. Number of change in!er%-als per hour b. Lcfi lum capacity on change inierval,
...in \T>h c. G/C Rat:o d. Opposing volume in \ph e. Lefi turn capacity on green, in vph f. Left turn capacity in vph fb* e) g. Left turn volume in vph h. Is volume > capac- ity (g > n?
■2jO Step 6b. Volume A djustmentfor Multiphase Signal Overlap Possible Volume Adjusted Probable Critical Carryover Critical Phase Volume to next Volume in vph phase in vph Step 2. Identify Volumes, in vph Approach 3 TH = )7 TH = (^12, LT = (J^ »^ Step 5. Assign Lane Volumes, in vph Approach 3 T Step 7. Sum of Critical Volumes 5 op = 'oa9 vph -C N * I i N ^ 14 TH= &\^ m= St> \ Approach 4 or— _;: — -V

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