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Shared-Use Path Level of Service Calculator

Delayed Passings Input Output 2

N. ROUPHAIL			Sept. 2003
Child bike	Runner	Ped	Total
7.35	14.70	29.40	147
15	29	59	294		Number of Lanes	3
7.9	6.5	3.4
0.01	0.12	0.36			FINAL PERCENT DELAYED PASSINGS
0.85	0.85	0.85		Subj	30.27%
0.5	0.5	0.5		Opp	33.84%
9	17	35	173
9	17	35	173
			346

					COMBINED

(8)
(Op. 8)					2-Lane
(9)
(Op.9)				Subj	80.76%
(10)	for 2-lane	0.13128		Opp	79.70%
(Op. 10)	for 2-lane	0.13128

	4-Lane	2-Lane			3-Lane
				Subj	30.27%
(5)				Opp	33.84%
(7)	0.66%	11.78%	(12)
(7)-(5)	0.66%	11.78%	(Op. 11)
					4-Lane
				Subj	23.49%
				Opp	27.74%

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.13128
(Op. 10)	for 2-lane	0.03191

	4-Lane	2-Lane

(5)
(7)	0.66%	2.84%	(12)
(7)-(5)	0.26%	12.77%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.13128
(Op. 10)	for 2-lane	0.02052

	4-Lane	2-Lane

(5)
(7)	0.66%	1.82%	(12)
(7)-(5)	0.02%	12.89%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.13128
(Op. 10)	for 2-lane	0.04914

	4-Lane	2-Lane

(5)
(7)	0.66%	4.38%	(12)
(7)-(5)	0.59%	12.58%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.13128
(Op. 10)	for 2-lane	0.17525

	4-Lane	2-Lane

(5)
(7)	0.66%	15.79%	(12)
(7)-(5)	6.31%	11.42%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03191
(Op. 10)	for 2-lane	0.13128

	4-Lane	2-Lane

(5)
(7)	0.26%	12.77%	(12)
(7)-(5)	0.66%	2.84%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03191
(Op. 10)	for 2-lane	0.03191

	4-Lane	2-Lane

(5)
(7)	0.26%	3.10%	(12)
(7)-(5)	0.26%	3.10%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03191
(Op. 10)	for 2-lane	0.02052

	4-Lane	2-Lane

(5)
(7)	0.26%	1.99%	(12)
(7)-(5)	0.02%	3.13%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03191
(Op. 10)	for 2-lane	0.04914

	4-Lane	2-Lane

(5)
(7)	0.26%	4.77%	(12)
(7)-(5)	0.59%	3.05%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03191
(Op. 10)	for 2-lane	0.17525

	4-Lane	2-Lane

(5)
(7)	0.26%	17.06%	(12)
(7)-(5)	6.31%	2.74%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.01441
(Op. 10)	for 2-lane	0.09382

	4-Lane	2-Lane

(5)
(7)	0.01%	9.26%	(12)
(7)-(5)	0.47%	1.32%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.01441
(Op. 10)	for 2-lane	0.02245

	4-Lane	2-Lane

(5)
(7)	0.01%	2.21%	(12)
(7)-(5)	0.18%	1.41%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.01441
(Op. 10)	for 2-lane	0.01441

	4-Lane	2-Lane

(5)
(7)	0.01%	1.42%	(12)
(7)-(5)	0.01%	1.42%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.01441
(Op. 10)	for 2-lane	0.03466

	4-Lane	2-Lane

(5)
(7)	0.01%	3.42%	(12)
(7)-(5)	0.42%	1.39%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.01441
(Op. 10)	for 2-lane	0.12617

	4-Lane	2-Lane

(5)
(7)	0.01%	12.46%	(12)
(7)-(5)	4.54%	1.28%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03466
(Op. 10)	for 2-lane	0.09382

	4-Lane	2-Lane

(5)
(7)	0.42%	9.09%	(12)
(7)-(5)	0.47%	3.18%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03466
(Op. 10)	for 2-lane	0.02245

	4-Lane	2-Lane

(5)
(7)	0.42%	2.17%	(12)
(7)-(5)	0.18%	3.39%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03466
(Op. 10)	for 2-lane	0.01441

	4-Lane	2-Lane

(5)
(7)	0.42%	1.39%	(12)
(7)-(5)	0.01%	3.42%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03466
(Op. 10)	for 2-lane	0.03466

	4-Lane	2-Lane

(5)
(7)	0.42%	3.35%	(12)
(7)-(5)	0.42%	3.35%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.03466
(Op. 10)	for 2-lane	0.12617

	4-Lane	2-Lane

(5)
(7)	0.42%	12.24%	(12)
(7)-(5)	4.54%	3.10%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.10917
(Op. 10)	for 2-lane	0.08098

	4-Lane	2-Lane

(5)
(7)	3.93%	7.36%	(12)
(7)-(5)	0.40%	10.18%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.10917
(Op. 10)	for 2-lane	0.01927

	4-Lane	2-Lane

(5)
(7)	3.93%	1.74%	(12)
(7)-(5)	0.15%	10.73%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.10917
(Op. 10)	for 2-lane	0.01236

	4-Lane	2-Lane

(5)
(7)	3.93%	1.12%	(12)
(7)-(5)	0.01%	10.80%	(Op. 11)

(8)
(Op. 8)
(9)
(Op.9)
(10)	for 2-lane	0.10917
(Op. 10)	for 2-lane	0.02978

	4-Lane	2-Lane

(5)
(7)	3.93%	2.70%	(12)
(7)-(5)	0.36%	10.63%	(Op. 11)