Ryan’s Trail

Project location (maps)

Project  Informations

Tasks

The following list of tasks are necessary for the project, the final design depends on the following tasks.

  • 1.0 Site Investigation
    •    1.1 Blue Stake
    •    1.2 Field Surveying    
    •  

  • 2.0 Mapping

 

  • 3.0 Conceptual Design
    •    3.1 Existing Design Analysis
      •    3.2 Material Concept Discussions
      •  

  • 4.0 Hydrology
    •    4.1 Watershed Analysis
    •    4.2 Culvert Design Analysis
    •  

  • 5.0 Life Cycle Cost Analysis
    •    5.1 Feasibility Report
    •    5.2 50% Report

     

  • 6.0 Project Management
    1.    6.1 Website
  •  

    7.0 Final Report

    •    7.1 Final Presentation
    •    7.2 Final Report

Existing Conditions

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.

 

 

Design alternatives options

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

Details of the Final Design

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

 

 

 

 

 

Gantt Chart & Costs

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

 

Download Gantt Chart as PDF

 

 

CAD drawings archives & Team Meeting Notes

CAD GP-01 PDF

CAD GP-02 PDF

CAD GP-03 PDF

CAD GP-04 PDF

CAD GP-05 PDF

CAD GP-06 PDF

CAD GP-07 PDF

 

Team Meeting Notes 1

Team Meeting Notes 2

Team Meeting Notes 3