HomeMy WebLinkAbout1995-04-05 Traffic Analysis CINCH PEAS VERSION 2-14-92 LAST DATA SET
1985 HCM Chapter 10: Unsigx lined 3 Approaches volume:
Analysis by:David J. Friend
Date: 01-30-1995 Time: 1: 6; 09
Int: Site Drive #1 Sheet I of
Alt: 1998 PH Peak Hour
GENERAL CHARACTERISTICS KEY: A- -B
POPULATION GREATER THAN 50, 000: YES
CONTROLS : FROM C; STOP C
PREVAILING SPEED: 35 MPH
MAIN STREET # OF LANES: 2 LANES
MAIN STREET APPROACH A - EXCLUSIVE RIGHT TURN LANE: NO
MINOR STREET LANES APPROACH: C
SHARED TURN LANE: No
LARGE RIGHT TURN RADIUS OR SHALLOW RIGHT TURN ANGLE: No
RIGHT TURN ACCELERATION LANE ON MAJOR: NO
SIGHT DISTANCE RESTRICTIONS (in seconds}
APPROACH A: Rte 114 NB B: Rte 114 SB C: Site Drive
LEFTS 0. 00 0 . 00 0. 00
THRUS 0. 00 0 . 00 0. 00
RIGHTS 0. 00 0 . 00 0. 00
VOLUMES
APPROACH A: late 114 NB B: Rte 114 SS : Site drive
TH RT LT TH TAT TH
VOLUME 1388 47 60 1390 72 44
PHF 0_95 0 . 95 1. 00
ADJ VOLUME 1461 49 63 1463 72 44
PERCENT GRADE 0. 00 0 . 00 0. 00
PASS CAR/HR 69 79 48
S iRY OF LEVEL OF SIRAVICE BY MOVEMENT
MOVEMENT DEMAND CAPACITY RESERVE Los A G DEL(SEC) A G Q
LT FROM B. 69 245 175 D 16- 09 O . 42
LT FROM c: 79 1 -78 F
%30504 . 263671873 20.52,
RT FROM = 48 lss 139 D 20 . 76 0.75
CINCH PLEA VERSION 2-14-92 LAST DATA SET
1985 §CH chapter 10 : Unsig=alisea J Approaches volume:
Analysis by;David J. Friend gegs;
. Date: 01-20-1995 Time: 21■16= 08
Int: Site Drive #1 sheet 2 0f 2
alt■ lgga PM Peak Hour
CALCULATIONS
STEP I RIGHT TURNS FROM C: Site Drive @1
CONFLICTING FLOWS 1486
CRITICAL GAPS 5. 2
CAPACITY 183
CAPACITY USED 26%
1"EDANCE FACTOR 0. 81
ACTUAL CAPACITY 1a3
STEP 2 LEFT TURNS FROM a:Ste 114 SE
CONFLICTING FLOWS 1511
CRITICAL GAPS 4 . 6
CAPACITY 245
CAPACITY USED 28%
IMPEDANCE FACTOR 0 . 79
ACTUAL CAPACITY 245
STEP 3 LEFT TURNS FROM C: Site Dive 01
CONFLICTING FLOWS 3012
CRITICAL GAPS 6. 3 .
CAPACITY 2
ACTUAL CAPACITY I