1. TOTAL BRIDGE REPLACEMENT OF M-13 OVER CHEBOYGANING CREEK
DANIEL BURNS, PAUL HEBERT, AND BLAKE NICHOLS
DEPARTMENT OF CIVIL & CONSTRUCTION ENGINEERING
WESTERN MICHIGAN UNIVERSITY

2. Overview Background & Location Construction Engineering Constraints
Preliminary Cost Estimate
Quantity Takeoff
Deliverables
Schedule of Pay Items
Structural Design
Estimate of Cost
Bridge Profile
Construction Schedule
Proposed Bridge
Conclusions
Design Software
Sustainability
Welded Steel Plate Girders
Summary
Prestressed Concrete Girders
Further Recommendations
Girder Material Evaluation
Acknowledgements
Deck & Railing Design
Column Design
Pier Cap Analysis
Footing Analysis
Abutment Analysis

3. Background & Location Portsmouth Township, Bay County
Rated POOR (4) or worse
MDOT recommends total replacement

4. Constraints Full Road Closure Freeboard = 1’ minimum
Demolition and Construction = $5 million
No Construction between April 1 and July 31

5. Deliverables Design Recommendations Structural Design Calculations
Design Drawings
Schedule of Pay Items
Estimate of Cost
Construction Schedule

6. Structural Design

7. Bridge Profile 249’ 6” 61’ 90’ 61’ Existing Profile - 1927 310’ 95’
120’
95’
Proposed Profile

8. Proposed Bridge
Top View with Stations
LEAP Concrete Rendering

9. Design Software
Bentley LEAP Concrete & LEAP Steel Bridge Design Programs

10. Welded Steel Plate Girders
End Cross Section
Mid Cross Section

11. Prestressed Concrete Girders

12. Girder Material Evaluation
Item Description
Qty
Unit Cost
Total Cost
Prestressed Concrete Design
Prest Conc I Beam, Furn, 54 inch
1,846 ft
$174.00
/ft
$321,204
Prest Conc I Beam, Erect, 54 inch
$21.38
$39,467
Total
$360,671
Welded Steel Plate Design
Structural Steel, Plate, Erect
882,838 lb
$0.16
/lb
$141,254
Structural Steel, Plate, Furn and Fab
$1.31
$1,156,517
$1,297,771
Cost
Service Life
Sustainability
Total
Prestressed Concrete Design 1 3
Welded Steel Plate Design 2 6
*Lower is better

13. Deck & Railing Design MDOT Bridge Design Guide
Aesthetic Parapet Tube ( )
MDOT Bridge Design Guide
Standard Bridge Slab ( )

14. Column Design
Top View
Side View

15. Pier Cap Analysis
Rebar Layout
Rebar Schedule

16. Pier Cap Analysis
Span 3 Flexure Check
Span 3 Fatigue Check

17. Footing Analysis 6’ 6’
Cross-Section
50’ 6’
Rebar Plan
Shear Analysis

18. Abutment Analysis
Profile Dimensions
End Dimensions
Rebar Plan

19. Abutment Analysis
LEAP Moment Analysis Output

20. Construction Engineering

21. Preliminary Cost Estimate
Existing Bridge Deck
11,040
ft2
Proposed Bridge Deck
16,130
Item Description
Unit
Unit Rate
Cost
Bridge Removal
$35.00
$386,413
Bridge Construction (River Crossing)
$220.00
$3,548,554
Traffic Control (Detour Route) LS
$75,000.00
$75,000
Sub Total
$3,934,967
General Provisions
Mobilization
5% of Total Cost
$196,748
Miscellaneous Items
Preliminary Cost of Project
$4,328,464

22. Quantity Takeoff Concrete Rebar Epoxy Coated Rebar
Superstructure (Deck)
399.70
yd3
0.00 lb
25,742.10
Abutment A
77.40
2,010.70
Pier B
Cap
23.20
2,220.60
Column
15.40
2,827.60
Foundation
66.70
2,960.80
Pier C
16.00
2,924.40
Abutment B
Substructure
366.00
9,943.00
10,193.20

23. Schedule of Pay Items Item ID Item Description QTY Units 7060001
Bridge Ltg, Furnish and Remove 1 LS
Bridge Ltg, Operate and Maintain
400
yd3
Concrete, Low Temperature Protection
766
Reinforcement, Steel
9943 lb
Reinforcement, Steel, Epoxy Coated
35935
Substructure Concrete
366
Superstructure Concrete, Form, Finish, and Cure
Superstructure Concrete, Form, Finish, and Cure, Night Casting
Superstructure Concrete, Night Casting, Deck
Prestressed Concrete I Beam, Furnish, 54 inch
1846 ft
Prestressed Concrete I Beam, Erect, 54 inch
Bridge Railing, Aesthetic Parapet Tube
620

24. Detailed Cost Estimate
Division
2016 Award
Avg Award
2016 Low 3
Avg Low 3 01
General Provisions
$420,000 02
Earthwork
$882,765
$843,637
$901,186
$871,872 03
Bases
$100,495
$111,813
$109,218
$118,137 04
Drainage Features
$44,792
$42,726
$46,213
$44,486 05
HMA Pavements
$7,858
$7,722
$8,039
$7,916 06
PCC Pavements
$213,353
$206,497
$247,174
$242,533 07
Structures
$1,889,712
$1,884,071
$1,992,858
$1,963,286 08
Incidental Construction
$404,227
$391,924
$425,466
$417,043 09
Materials
N/A
TOTAL
$3,963,202
$3,908,389
$4,150,154
$4,085,274

25. Construction Schedule
Begin August 1, 2017
Total Duration is 121 Days
End January 23, 2018
Sitework (17 Days)
Substructure (30 Days)
Superstructure (46 Days)

26. Conclusions

27. Sustainability Girder Material Selection Construction Schedule
Service Life
Maintenance Impact
Construction Schedule
DNR Restrictions
Recycle Demolished Materials

28. Summary 3-Span, 310’ Bridge Prestressed Concrete Girders
Demolition & Construction = $4.2 million
Construction Duration = 121 days

29. Further Recommendations
Traffic Impact Verification
Pile Design
Quantity Updates
Demolition Planning

30. Acknowledgements MDOT Sponsor Advisor Senior Design Faculty
Dina Tarazi, PE
Dr. Yufeng Hu, PE
James Ranger, PE
Senior Design Faculty
Dr. Decker Hains, PE, PMP
Timothy Schnell

31. Questions?

32. Item
Production Rate
QTY
Duration
Cofferdam Installation (Pier B)
2000
ft2/day
4576
sq ft 3
days
Cofferdam Installation (Pier C)
Cofferdam Excavation (Pier B)
200
yd3/day
883
cyd 5
Cofferdam Excavation (Pier C)
Substructure Excavation (Abutment A) 1
unit/day
units
Pile (Abutment A) 10
piles/day 16
piles 2
Piles (Pier B) 12
Piles (Pier C)
Piles (Abutment D)
Pier B Construction
days/unit
Pier C Construction
Abutment A Construction
Abutment D Construction
Girder Erection (Bay A-B) 6
girders/day 8
girders
Girder Erection (Bay B-C)
Girder Erection (Bay C-D)
Bridge Deck - Form, Place Rebar 15
Bridge Deck - Pour
days/span
spans
Bridge Deck - Cure 7
Structural Approach (Abutment A)
Structural Approach (Abutment D)
Parapet
ft/day
620
feet 4
Barrier

33. Cofferdam Calculations
Cofferdam Height Above OHWM 1
foot
Width of Existing Footing 8
feet
Ordinary High Water Mark (OHWM)
581.61
Width of Proposed Footing 6
Riverbed Elevation
571
Center to Center Distance 15
Bottom of Footing
561.5
Work Space Width
Length of Proposed Footing 50
Excavation Height =
9.5
Cofferdam Height = 22
Single Pier Surface Area to Retain =
4576
sq. ft.
Width = 38
Length = 66
Single Pier Riverbed to Excavate =
883
cyd