The following list of tasks are necessary for the project, the final design depends on the following tasks.
7.0 Final Report
Existing Materials
There are five residential homes that access Ryan’s Trail. There are currently two gravel driveways, a dirt driveway, an asphalt driveway, and a driveway composed of cinders. The road is 1,420 feet in length, with a 21,000-square foot area, and an average road width between 12 and 16 feet.
Existing Utilities
The existing utilities (gas, water, electric, and cable) that are located under Ryan’s Trail were identified to prevent damage during the road redesign. Blue Stake (a service used to mark existing utilities) was contracted to call out the utilities to prevent incidents such as gas leaks or other damages during construction.
Alternatives Options
The materials options we initial consider for the road are asphalt, solid, gravel.
Asphalt: Gravel: Solid:
Depth: 3”AC over 6”AB Depth: 3” gravel mix Concrete: Depth: 6” aggregate base
Price: $4.00 per square foot Price: $25.00 per ton (material, install) Price: -
Maintenance: New sealant every 5-8 years Maintenance: $5,000 per year, per mile Maintenance: New sealant every year
The detail of the road sections show below. More designs are avaliable in Final Design Page.
Road Section 12' wide Road Section 16' wide
Culvert Design Analysis (50-year)
50-Year | |||
Culvert | Discharge (cfs) | Slope (ft/ft) | Velocity Downstream (ft/s) |
1 (existing) | 0.34 | 0.036854 | 2.80 |
1 (proposed) | 0.34 | 0.016708 | 2.18 |
2 | 0.39 | 0.003500 | 2.26 |
3 | 0.41 | 0.009975 | 2.30 |
4 | 1.56 | 0.003879 | 3.31 |
5 | 1.41 | 0.002996 | 3.21 |
6 | 0.59 | 0.009926 | 2.53 |
7 | 0.34 | 0.003721 | 2.18 |
Culvert Design Analysis (100 year)
100-Year | |||
Culvert | Discharge (cfs) | Slope (ft/ft) | Velocity Downstream (ft/s) |
1 (existing) | 0.41 | 0.036854 | 2.96 |
1 (proposed) | 0.41 | 0.016708 | 2.3 |
2 | 0.47 | 0.003500 | 2.38 |
3 | 0.49 | 0.009975 | 2.4 |
4 | 1.86 | 0.003879 | 3.48 |
5 | 1.68 | 0.002996 | 3.38 |
6 | 0.70 | 0.009926 | 2.65 |
7 | 0.40 | 0.003721 | 2.28 |
Culvert Design
Cost of Services
Cost of Services and Staffing | |||||||
Project Manager (60%) | Design Engineer (55%) | Drafter (40%) | Survey Crew (60%) | Technician (50%) | Total for Services | Estimate costs of Services | |
Pay Rate ($/hr) | $ 55.00 | $ 45.00 | $ 40.00 | $ 50.00 | $ 20.00 | $ 210.00 |
|
Task Breakdown | |||||||
1. Site Investigation | 10 | 15 | 10 | 25 | 0 | 60 | 72 |
2. Site Map | 10 | 0 | 25 | 15 | 0 | 50 | 20 |
3. Conceptual Design | 20 | 45 | 20 | 0 | 0 | 85 | 120 |
4. Hydrology | 15 | 10 | 5 | 0 | 30 | 60 | 68 |
5. Life Cylce Cost Analysis | 35 | 35 | 0 | 0 | 0 | 70 | 95 |
6. Final Design | 20 | 40 | 30 | 0 | 10 | 100 | 80 |
7. Project Management | 40 | 25 | 15 | 0 | 5 | 85 | 100 |
Subtotal (hr) | 150 | 170 | 105 | 40 | 45 | 510 | 555 |
Subtotal Pay ($) | $ 8,250.00 | $ 7,650.00 | $ 4,200.00 | $ 2,000.00 | $ 900.00 | $ 23,000 |
$ 23,765 |
Benefits (% compensation) | $ 4,950.00 | $ 4,207.50 | $ 1,680.00 | $ 1,200.00 | $ 450.00 | $ 12,488 |
$ 13,266 |
Profit Margin ($) | $ 523.81 | $ 428.57 | $ 380.95 | $ 476.19 | $ 190.47 | $ 2,000 |
$ 2,000 |
Overhead ($) | $ 2,095.24 | $ 1,714.29 | $ 1,523.81 | $ 1,904.76 | $ 761.90 | $ 8,000 |
$ 8,000 |
Total ($) | $ 15,819.05 | $ 14,000.36 | $ 7,784.76 | $ 5,580.95 | $ 2,302.37 | $ 45,487 |
$ 47,031 |
Cost of Initial Materials
Asphalt | Chip Seal Asphalt | Gravel | Geogrid (geotextile) | Concrete | |
Depth of Materials | 3" AC over 6" AB | 6" AB mix | 2"-4" over dirt | 2"-4" over dirt | 6" Concrete |
Depth of Materials (feet) | 0.66 | 0.5 | 0.33 | 0.33 | 0.5 |
Price (per square foot) | $4.00 | - | - | $0.45 | $6.25 |
Price (per ton) | - | $35.00 | $25.00 | - | - |
Materials Reuired (tons) | - | 193.5 | 387 | - | - |
Cost for Entire Road | $62,400.00 | $13,545.00 | $4,837.50 | $11,857.50 | $97,500.00 |
Cost for Client's Driveway | $28,800.00 | $5,250.00 | $1,875.00 | $4,575.00 | $37,500.00 |
Feasibility Analysis
The feasibility analysis brought all costs and values back to present worth using a service life of 20 years to make all alternatives equivalent and comparable. Used 3% for compound interest factors Alternatives were chosen based off: professional advice, client preference, background research, site conditions.
Asphalt
Item |
Capital Costs $108,000 |
Operation & Maintenance Costs $81,982 |
Salvage Value (-$30,452) |
Total $159,530 |
Solid Costs
Item |
Capital Costs $20,900 |
Operation & Maintenance Costs $7,195 |
Salvage Value (-$730) |
Total $27,365 |
Gravel Costs
Item |
Capital Costs $20,350 |
Operation & Maintenance Costs $21,460 |
Salvage Value (-$3,946) |
Total $37,864 |
Summary of Costs
Item |
Solid $27,365 |
Gravel $37,864 |
Asphalt $159,530 |
Gantt Chart