SEP-14 Alternative Contracting: Appendix H
RealCost 2.2 Report
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 |
Initial Construction | 4" CIP with HMA | |
---|---|---|
Agency Construction Cost ($1000) | $4,061.84 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 |
Initial Construction | 8.5 inches of PCC | |
---|---|---|
Agency Construction Cost ($1000) | $4,787.06 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 | |
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 |
Total Cost | Alternative 1 | Alternative 2 | ||
---|---|---|---|---|
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 |
Total Cost | Alternative 1 | Alternative 2 | ||
---|---|---|---|---|
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 |
Tornado Graphs
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 |