Traffic Study revised 062626 resubmission 4933 0058 5912 v1

AVG TTL UOtlA’) letol P. 001 “GE 2. BY-PHASE TIMING DATA Op PHASE Ringl: 1 2 3 4 Ring 2 Direction: MINIMUM GREEN. eae 5) 9 5 5 5 5 5 5 5 5 5 5 BIKE MINIMUM GREEN . O ie} ie} le) 0 ie) ie} 0 0 0 i) 0 COND SERV MIN GREEN. 0 ie} ie} ie) QO 0) 0 ie) ie} 0 (0) 0 WALK . . 0 El 7 Q (¢) 10 ie} 10 oO 10 0 10 PED CLEARANCE. 5 Oo 15 ake) ae 0 16 (0) 16 0) 16 i} 16 VEHICLE EXTENSION. 2.0 2.0 2.0 2.0 §.0 5,0 5.0 5.0 5.0 5.0 5.0 5.0 ALT VEH EXTENSION, . 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MAX EXTENSION. (e) 0 ie) 0 0 Oo 0 0 0 0 0 0 MAX 1. 7 45 12 7 35 35 35 35 45 35 35 35 MAX 2. 10 30 24 7 40 40 40 40 40 40 40 40 MAX 3... 16 24 24 7 0 (0) 0 ie) 0 0 0 0 DETECTOR PAIL MAX. e) ie) Q te) ie) ie) (0) 0 ie} 0 ie) 0 YELLOW CHANGE. 3.0 4:0 3.0 3.0 3.6 3.0 3-0 3-0 30° 3,0 3.0 3.0 RED CLEARANCE. D020 2h 02408390) 0 Le 0) 10920 10) 3.0 1.0 RED REVERT , 2,0 2.0 2:0 2.0 2.0 2.0 2.0 2.0 2.0 2.09 2.0 2.9 04-29-1997 20:46:10 INTERSECTION NO. 24-02 PROSPECT AVE & ROONEY CIRCLE PAGE 3. BY-PHASE DENSITY TIMING DATA PHASE Ring 1 Su 2 3 4 ¥ Ring 2 Direction: ACTUATIONS B4 INIT 0 0 0) Q ie) OQ oO ta) Q Q ce) oO SECONDS/ACTUATION “0.0 0.0 0.0 ‘O.0 0.0 6.0 0.0 0.0 o.Qa 0.0 0.0 0.0 MAX INITIAL. = 30 30 30 30 30 30 30 30 30 30 30 30 TIME B4 REDUCTION. oO 0 Q ie} 0 0 io) 0 ie) le) 0 Q CARS WAITING 0 0 oO 0 0 0 ie) o o- o oO is} TIME TO REDUCE Q Q 0 0 0 0 e) 0 ie) 0 0 (e) MINIMUM GAP. 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ©4-29-1997 20:46:10 INTERSECTION NO. 24-62 PROSPECT AVE & ROONEY CIRCLE