SEP-14 Alternative Contracting: Appendix H

RealCost 2.2 Report

RealCost Input Data
1. Economic Variables
Value of Time for Passenger Cars ($/hour)
Value of Time for Single Unit Trucks ($/hour)
Value of Time for Combination Trucks ($/hour)

Analysis Options
Include User Costs in Analysis	Yes
Include User Cost Remaining Service Life Value	Yes
Use Differential User Costs	Yes
User Cost Computation Method	Specified
Include Agency Cost Remaining Service Life Value	Yes
Traffic Direction	Both
Analysis Period (Years)	40
Beginning of Analysis Period	2009
Discount Rate (%)	3.3 LCCANORMAL(3.3,0.18)

3. Project Details and Quantity Calculations
State Route	SH 392
Project Name	SH 392
Region	4
County	Weld
Analyzed By	Scott Harris
Mileposts
Begin	100.00
End	103.50
Length of Project (miles)	3.50
Comments

4. Traffic Data
AADT Construction Year (total for both directions)	38,790
Cars as Percentage of AADT (%)	94.6
Single Unit Trucks as Percentage of AADT (%)	4.4
Combination Trucks as Percentage of AADT (%)	1.0
Annual Growth Rate of Traffic (%)	1.3 LCCATRIANG(0.34,1.34,2.34)
Speed Limit Under Normal Operating Conditions (mph)	55
No of Lanes in Each Direction During Normal Conditions	1
Free Flow Capacity (vphpl)	2142
Rural or Urban Hourly Traffic Distribution	Urban
Queue Dissipation Capacity (vphpl)	2142
Maximum AADT (total for both directions)	100,000
Maximum Queue Length (miles)	5.0

Alternative 1
Initial Construction	4" CIP with HMA
Agency Construction Cost ($1000)	$4,061.84
Agency Construction Cost ($1000)	LCCATRIANG(3837.442,4061.84 5,4286.248)
User Work Zone Costs ($1000)	$116.62
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #1	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$186.18
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #2	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$58.74
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #3	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$80.12
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #4	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$80.12
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #5	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$80.12
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #6	2" Mill and Fill
Agency Construction Cost ($1000)	$947.46
Agency Construction Cost ($1000)	LCCATRIANG(903.056,947.462,991.867)
User Work Zone Costs ($1000)	$80.12
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	12.0
Activity Service Life (years)	LCCALOGNORMAL(12,3.1)
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	1.376
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Alternative 2
Initial Construction	8.5 inches of PCC
Agency Construction Cost ($1000)	$4,787.06
Agency Construction Cost ($1000)	LCCATRIANG(4501.17,4787.06,5072.95)
User Work Zone Costs ($1000)	$184.74
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	22.0
Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #1	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #2	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #3	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #4	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #5	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Rehabilitation #6	Diamond Grind, 0.5% Slab Replacement, Joint Seal
Agency Construction Cost ($1000)	$375.21
Agency Construction Cost ($1000)	LCCATRIANG(302.055,372.367,451.194)
User Work Zone Costs ($1000)	$55.39
Work Zone Duration (days)
No of Lanes Open in Each Direction During Work Zone	1
Activity Service Life (years)	18.0
Activity Service Life (years)	Maintenance Frequency (years)	1
Agency Maintenance Cost ($1000)	0.814
Work Zone Length (miles)	1.00
Work Zone Speed Limit (mph)	45
Work Zone Capacity (vphpl)	2142
Time of Day of Lane Closures (use whole numbers based on a 24-hour clock)
Inbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure
Outbound	Start	End
First period of lane closure
Second period of lane closure
Third period of lane closure

Deterministic Results
Total Cost	Alternative 1		Alternative 2
Total Cost	Agency Cost ($1000)	User Cost ($1000)	Agency Cost ($1000)	User Cost ($1000)
Undiscounted Sum	$6,322.12	$388.26	$5,193.20	$240.12
Present Value	$5,288.24	$280.00	$4,988.05	$211.85
EUAC	$240.01	$12.71	$226.38	$9.61

Graph 1 shows a comparison of the Agency Costs in terms of present value ($1,000) for alternatives 1 and 2. Graph 2 shows a comparison of the User Costs in terms of present value ($1,000) for alternatives 1 and 2.

Probabilistic Results
Total Cost	Alternative 1		Alternative 2
Total Cost	Agency Cost ($1000)	User Cost ($1000)	Agency Cost ($1000)	User Cost ($1000)
Mean	$5,309.23	$281.88	$4,996.98	$213.47
Standard Deviation	$197.04	$13.85	$148.05	$12.33
Minimum	$4,777.76	$239.84	$4,422.01	$166.60
Maximum	$5,929.79	$341.01	$5,417.59	$251.92

Graph 1 shows the probabilistic results of the Agency Costs in terms of present value ($1,000) for alternatives 1 and 2. Graph 2 shows the probabilistic results of the User Costs in terms of present value ($1,000) for alternatives 1 and 2.

Tornado Graphs

Chart 1 LCCA Output: Alternative 1: Agency Cost – shows the correlation coefficients for the each of the agency life cycle costs in Alternative 1. Chart 2 LCCA Output: Alternative 1: User Cost – shows the correlation coefficients for the each of the user life cycle costs in Alternative 1.

Chart 1 LCCA Output: Alternative 2: Agency Cost – shows the correlation coefficients for the each of the agency life cycle costs in Alternative 2. Chart 2 LCCA Output: Alternative 2: User Cost – shows the correlation coefficients for the each of the user life cycle costs in Alternative 2.

Statistics		LCCAOutput: Alternative 1: Agency Cost	LCCAOutput: Alternative 1: User Cost	LCCAOutput: Alternative 2: Agency Cost	LCCAOutput: Alternative 2: User Cost	Discount Rate	Annual Average Daily Traffic	Alternative 1: Initial Construction Cost	Alternative 1: Rehab 1 Cost	Alternative 1: Rehab 1 Life	Alternative 1: Rehab 2 Cost	Alternative 1: Rehab 2 Life	Alternative 1: Rehab 3 Cost	Alternative 1: Rehab 3 Life	Alternative 1: Rehab 4 Cost
Probability Function	LCCANORMA LCCATRIANG LCCATRIANG LCCATRIANG LCCALOGNO LCCATRIANG LCCALOGNO LCCATRIANG LCCALOGNO LCCATRIANG
Minimum		$4,777.76	$239.84	$4,422.01	$166.60	2.7	0.4	$3,838.39	$904.50	5.0	$904.53	5.2	$904.15	4.6	$904.03
Maximum		$5,929.79	$341.01	$5,417.59	$251.92	3.9	2.3	$4,280.34	$990.94	28.4	$991.20	26.0	$990.15	26.1	$990.85
Mean		$5,309.23	$281.88	$4,996.98	$213.47	3.3	1.3	$4,062.42	$948.30	12.0	$947.66	12.1	$947.58	12.0	$947.07
Median		$5,302.16	$281.25	$4,999.45	$213.72	3.3	1.3	$4,064.10	$948.35	11.7	$947.68	11.7	$947.93	11.5	$947.12
Standard Deviation		$197.04	$13.85	$148.05	$12.33	0.2	0.4	$89.98	$18.30	3.1	$18.64	3.2	$17.81	3.1	$18.51
Percentile (5%)		$5,003.11	$260.86	$4,759.76	$191.68	3.0	0.6	$3,909.56	$917.06	7.4	$917.21	7.6	$918.94	7.8	$916.36
Percentile (10%)		$5,055.98	$264.40	$4,803.43	$197.28	3.1	0.8	$3,941.52	$923.04	8.4	$922.48	8.3	$923.83	8.5	$922.36
Percentile (75%)		$5,446.85	$291.38	$5,097.84	$222.15	3.4	1.6	$4,125.53	$961.54	13.9	$960.99	14.0	$960.63	13.8	$960.69
Percentile (95%)		$5,631.55	$304.63	$5,234.87	$232.85	3.6	2.0	$4,211.64	$978.04	17.6	$979.63	17.8	$977.24	17.7	$978.68
	Iteration 1	$5,588.18	$311.91	$4,986.32	$219.24	3.2	2.0	$4,006.63	$919.18	9.5	$937.81	9.3	$938.17	6.8	$948.81
	2	$5,104.18	$276.82	$5,225.40	$214.56	3.2	2.1	$3,926.68	$963.21	17.4	$954.15	6.4	$929.42	19.8	$943.75
	3	$5,272.04	$271.03	$5,007.21	$220.35	3.4	0.8	$4,139.95	$973.21	14.1	$934.53	12.0	$947.32	10.7	$952.17
	4	$5,013.38	$262.29	$5,074.79	$210.90	3.2	2.2	$4,049.72	$940.48	15.1	$960.97	24.1	$931.76	7.7	$938.36
	5	$5,150.21	$271.65	$4,687.46	$203.52	3.3	1.5	$4,031.89	$921.95	14.2	$982.52	12.3	$926.67	16.6	$950.01
	6	$5,028.81	$270.91	$4,990.03	$212.43	3.2	1.2	$3,919.01	$943.76	12.7	$954.85	15.1	$928.75	10.2	$916.72
	7	$5,256.10	$277.81	$5,176.66	$205.71	3.2	0.9	$4,069.50	$955.49	13.8	$937.65	11.0	$942.03	13.0	$961.49
	8	$5,342.86	$288.56	$4,736.53	$201.53	3.4	1.4	$3,982.34	$967.96	8.6	$952.27	12.9	$934.07	9.2	$926.87
	9	$5,231.58	$283.89	$4,893.31	$219.38	3.2	1.1	$3,951.38	$947.49	11.7	$969.95	11.0	$976.27	14.5	$927.96
	10	$5,877.56	$323.24	$4,963.84	$218.34	3.0	0.7	$4,151.35	$954.69	8.4	$917.99	8.0	$962.55	9.1	$936.14
	11	$4,989.96	$267.09	$4,976.27	$214.06	3.3	1.8	$3,937.08	$924.47	14.7	$958.67	12.9	$953.88	14.8	$936.01
	12	$5,372.51	$285.01	$5,390.58	$230.36	3.1	0.9	$4,068.78	$959.31	9.3	$971.96	16.4	$968.13	14.0	$969.39
	13	$5,478.75	$299.27	$5,094.33	$217.62	3.1	1.6	$4,033.99	$922.28	9.6	$968.13	9.6	$957.83	10.9	$932.99
	14	$5,345.95	$290.34	$5,032.53	$209.88	3.3	1.4	$3,984.86	$947.41	10.5	$950.05	9.4	$963.87	11.9	$977.21
	15	$5,748.04	$309.97	$4,779.68	$217.83	3.1	1.5	$4,165.15	$957.48	12.0	$955.29	7.4	$966.63	7.7	$942.35
	16	$5,437.10	$290.20	$4,923.95	$203.50	3.3	1.4	$4,110.09	$922.35	9.6	$920.87	11.6	$950.58	8.5	$940.59
	17	$5,621.08	$304.18	$5,179.54	$214.82	3.2	2.0	$4,120.78	$943.20	9.4	$925.25	9.0	$944.40	10.6	$970.91
	18	$5,292.55	$273.89	$5,070.83	$219.88	3.1	0.9	$4,163.24	$932.42	13.5	$959.62	13.2	$922.75	17.3	$934.93
	19	$5,516.06	$298.69	$4,858.15	$224.78	3.1	1.8	$4,046.62	$959.71	8.4	$975.74	10.8	$928.11	14.8	$945.35
	20	$5,180.14	$273.79	$5,195.00	$222.51	3.4	1.2	$4,009.34	$968.78	15.3	$950.05	8.0	$979.61	18.0	$949.03
	21	$5,688.40	$302.29	$4,794.61	$219.23	3.2	1.7	$4,164.26	$955.22	7.7	$972.56	9.8	$962.55	12.0	$927.00
	22	$5,281.76	$281.06	$4,908.87	$205.33	3.3	1.3	$4,050.14	$942.42	10.5	$936.17	13.1	$945.76	13.2	$934.23
	23	$5,181.81	$275.26	$5,064.06	$219.97	3.5	1.2	$3,997.03	$975.97	14.3	$935.12	8.5	$924.86	14.9	$978.98
	24	$5,167.45	$272.07	$4,897.09	$181.96	2.9	0.7	$4,076.94	$951.18	14.1	$961.12	17.7	$932.56	13.6	$952.36
	25	$5,473.88	$286.02	$5,105.18	$206.69	3.3	1.0	$4,153.18	$955.66	10.1	$949.93	10.8	$984.77	16.0	$941.06
	26	$5,446.40	$283.62	$4,989.71	$192.96	3.3	1.1	$4,185.12	$939.78	12.8	$952.67	9.3	$929.03	11.9	$951.59
	27	$5,369.14	$273.31	$4,886.53	$201.69	3.4	1.8	$4,230.31	$925.11	12.7	$958.89	12.8	$944.72	9.4	$969.27
	28	$5,561.46	$299.84	$5,010.32	$211.20	3.1	1.1	$4,116.06	$938.52	11.5	$953.42	9.3	$948.73	8.0	$952.76
	29	$5,224.18	$281.87	$5,103.62	$220.67	3.4	1.6	$3,944.87	$964.46	9.5	$973.60	13.9	$913.42	10.4	$983.48
	30	$5,515.91	$299.17	$5,114.37	$202.95	3.1	1.4	$4,072.16	$957.97	11.0	$955.92	9.1	$916.03	11.0	$953.56
	31	$5,193.36	$273.09	$5,013.19	$217.43	3.5	1.6	$4,041.81	$930.29	13.1	$972.09	11.7	$932.37	9.6	$948.69
	32	$5,283.36	$280.85	$4,821.63	$214.89	3.2	1.3	$4,084.57	$915.56	14.8	$955.12	10.4	$950.80	8.3	$968.52
	33	$5,217.38	$281.21	$4,984.70	$218.92	3.3	1.0	$3,992.58	$920.94	12.3	$954.60	11.0	$956.79	16.2	$940.19
	34	$5,420.05	$293.24	$5,015.94	$201.82	3.3	1.3	$4,024.18	$951.40	8.7	$938.48	9.1	$946.53	15.5	$947.22
	35	$5,312.01	$278.90	$5,053.27	$235.21	3.1	1.2	$4,088.73	$959.73	8.7	$951.09	17.7	$965.55	12.7	$960.56
	36	$5,178.31	$280.22	$5,135.83	$216.43	3.3	1.1	$3,960.85	$927.51	13.3	$958.20	10.3	$959.34	15.2	$923.41
	37	$5,438.71	$285.34	$4,916.21	$217.45	3.5	1.9	$4,107.13	$959.29	8.8	$956.91	12.5	$970.13	10.1	$966.08
	38	$5,569.87	$300.51	$4,988.00	$217.26	3.5	1.2	$4,084.05	$930.24	8.9	$944.02	8.3	$958.69	10.1	$934.32

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Updated: 04/07/2011