SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...
Transcript of SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...
![Page 1: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/1.jpg)
SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER CATTARAUGUS CREEKCONCORD AND ASHFORD, NY
DESIGN BUILD PROJECT – BRIDGE REPLACEMENTPIN 5101.82, CONTRACT D900024
JOSHUA T. RODEMS, PEERDMAN ANTHONY
STATEWIDE CONFERENCE ON LOCAL BRIDGESOCTOBER 26, 2017
![Page 2: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/2.jpg)
• PROJECT BACKGROUND• DEMOLITION• DESIGN CHALLENGES
– SUBSTRUCTURES• ABUTMENTS• PIERS
– SUPERSTRUCTURE– ERECTION
• QUESTIONS
Discussion Topics
![Page 3: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/3.jpg)
PROJECT LOCATION
Project Location
![Page 4: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/4.jpg)
“NEW” ROUTE
219
“OLD” ROUTE
219BRIDGE
LOCATION
Project Location
![Page 5: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/5.jpg)
4
Total Length = 175 +300 +175 = 650 ft.
Existing Bridge
![Page 6: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/6.jpg)
Existing Bridge
![Page 7: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/7.jpg)
• NYSDOT Design Build Procurement D900024
Winning Team Score 100%Form SP Total = $16,939,715
• Contractor: Cold Spring Construction Co. (1911)
• Designer: Erdman Anthony (1954)
• Quality: Greenman-Pedersen
• Geotechnical: Oweis Engineering (DBE)
• Independent CI: Ravi Engineering (DBE)
• Testing Lab: Atlantic Testing
Project Team
![Page 8: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/8.jpg)
7
Close Bridge 4/25/16
Implosion 6/2/16
Complete Substructures 11/11/16
Erect Steel Framing 12/16/16
Form and Reinforce Deck 4/14/17
Cast Deck Complete 4/21/17
Approach Slabs, Joints, Railing, Open 5/12/17
Project Schedule
![Page 9: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/9.jpg)
1. Steel Multigirder Bridge
2. Drilled Shaft Foundations at Abutments
3. Drilled Shaft Foundations at Tall Piers
4. Class HP Concrete for substructures
8
Proposal Assumptions
![Page 10: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/10.jpg)
9
Proposal criteria for drilled shafts: • 60 psi friction• 10 tsf end bearing
Design criteria for drilled shafts after ATL borings: • 40 psi friction • 1.5 tsf end bearing
Impact on drilled shafts compared to proposal design: • Too many• Too deep • Too expensive
Back to the drawing board:• Change drilled shafts to steel piles at piers• Change to spread footing with keyway at abutments
Geotechnical Concerns
![Page 11: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/11.jpg)
10
Total Length: 210 + 250 +160 = 620 ft.
Fix Fix
175 ft.
Proposed Bridge
![Page 12: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/12.jpg)
Proposed Bridge – Rendering
![Page 13: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/13.jpg)
12
Proposed Bridge – Models
![Page 14: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/14.jpg)
43’-4” OUT-TO-OUT
Proposed Bridge
![Page 15: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/15.jpg)
14
![Page 16: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/16.jpg)
Demolition
![Page 17: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/17.jpg)
16
![Page 18: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/18.jpg)
17
![Page 19: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/19.jpg)
Abutment Height = 42 ft. +/-Stem = 5’-6” thickService Bearing = 10 ksf
9’-6” 7’
22’
Abutment Design
![Page 20: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/20.jpg)
19
![Page 21: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/21.jpg)
20
![Page 22: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/22.jpg)
21
Abutment Design
![Page 23: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/23.jpg)
22
![Page 24: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/24.jpg)
23
![Page 25: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/25.jpg)
24
![Page 26: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/26.jpg)
25
![Page 27: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/27.jpg)
26
![Page 28: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/28.jpg)
27
Total Height: 164 ft = Tallest in NYS
Mass Concrete
Pier Design
![Page 29: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/29.jpg)
MASS CONCRETE• NO EXISTING STANDARD SPECIFICATION• NO NYSDOT RESTRICTION ON WHAT IS
MASS CONCRETE • NOW 54” FOR SMALLEST DIMENSION
• NEW MIX DESIGN• THERMAL CONTROL PLAN
• MAX DIFFERENTIAL TEMP.• MAX ABSOLUTE TEMP.
Pier Design
![Page 30: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/30.jpg)
METHODS FOR TEMPERATURE CONTROL
• MIX DESIGN• COLD WATER/ICE IN MIX• INSULATE CONCRETE SURFACE AND REBAR• COOLING PIPES/VENTS
Pier Design
![Page 31: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/31.jpg)
30
LRFDMin Dead Load and Max Wind Generates Pile Tension
• Embed Pile in Footing with studs • Embed Pile in Rock = 5 ft (+/-)
HP 14 x 117
Pier Design
![Page 32: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/32.jpg)
31
![Page 33: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/33.jpg)
32
![Page 34: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/34.jpg)
Pier Design
![Page 35: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/35.jpg)
34
![Page 36: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/36.jpg)
35
![Page 37: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/37.jpg)
Pier Design
![Page 38: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/38.jpg)
37
Structural Steel
![Page 39: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/39.jpg)
Structural Steel
![Page 40: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/40.jpg)
92” x 5/8” WEB
24” x 1 3/4”TOP FLANGE (2” AT PIER 1)
24” x 1 3/4” BOTTOM FLANGE(2 ¾” AT PIER 1)
7” x 1/2” INT. STIFFENERS (22’-6” MAX. SPACING) 3*D = 23’-0”
FASCIA GIRDER AND 13’ AT EACH ABUTMENT WERE METALIZED
121,300 LB STEEL SAVED!
Structural Steel
![Page 41: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/41.jpg)
40
Crane # 3
MANITOWOC 888 RINGER
• 660 Ton Capacity
• 325 Ft. Boom
• 1,395,000 LB. Counterweight
• 45 Ft. Ring
![Page 42: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/42.jpg)
BEGIN ABUT.
PIER 2PIER 1 ENDABUT.
SPLICE SPLICE SPLICESPLICE SPLICEA B C D E F
G1
G2
G3
G4
G5
CRANE 3 LIFT – GIRDER G3D286’ RADIUS88,000 LBFACTOR OF SAFETY 1.39
NOT STABLE WITH BOTH CRANES RELEASED – NEED STIFFENING TRUSS
ONLY OK FOR WIND LESS THAN 30 MPH
Structural Steel
![Page 43: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/43.jpg)
![Page 44: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/44.jpg)
STIFFENING TRUSS
WT6x25, 5’ OUT-TO-OUT
Steel Erection
![Page 45: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/45.jpg)
CONNECTED TO GIRDER AT 5’ SPACES
Steel Erection
![Page 46: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/46.jpg)
MAX PICK = 61 TONS(includes stiffening truss, not shown)
HSS 12x12x3/8, 40’ LONG
(2) W12x65, 24’ LONG
Structural Steel
![Page 47: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/47.jpg)
46
![Page 48: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/48.jpg)
47
![Page 49: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/49.jpg)
48
![Page 50: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/50.jpg)
49
• Better Geotechnical Info. Prior to RFP.
• Identify Mass Placement Concrete Prior to RFP
• Design Build Procurement Saves $$$$$
NYSDOT Project Estimate $22,842,000
Design Build Cost $16,939,715
D/B Savings $5,902,285
Presentation Take-aways
![Page 51: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/51.jpg)
1) WHAT METHODS ARE USED TO PREVENT HIGH TEMPERATURES AND TEMPERATURE DIFFERENTIALS IN MASS CONCRETE?
• MIX DESIGN• COLD WATER/ICE IN MIX• INSULATE CONCRETE SURFACE AND REBAR• COOLING PIPES/VENTS
PDH Questions
![Page 52: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/52.jpg)
2) WHY WAS THE WEB THICKNESS OF THE GIRDERS ABLE TO BE REDUCED?
WEB STIFFENERS AT LESS THAN 3*D SPACING.
PDH Questions
![Page 53: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/53.jpg)
3) WHY WERE THE WEATHERING STEEL GIRDERS METALIZED?
• EXTRA PROTECTION AT JOINTS• SPRAY ON HIGH BRIDGES• CURBLESS CROSS-SECTION WITH DEEP GIRDERS
PDH Questions
![Page 54: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/54.jpg)
4) WHAT IS THE PURPOSE OF THE STIFFENING TRUSS DURING ERECTION
A. LIMIT VERTICAL DEFLECTION FOR LONG SPANSB. ALLOW FOR A HIGHER SAFE WIND SPEEDC. INCREASE LATERAL STIFFNESS OF THE COMPRESSION FLANGED. ALL OF THE ABOVE
PDH Questions
![Page 55: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/55.jpg)
54
Tom Skummer, PE NYSDOT Project Manager
Tom VanSplunder, PE NYSDOT Construction Super.
John Gadja, PE CTL Mass Placement Mix
Don Streeter, PE NYSDOT Materials Guru
QA Team
Cristina Lauzon, PE HNTB
Steve Percassi, PE Bergmann Associates
Acknowledgements
![Page 57: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/57.jpg)
RDX Explosives:• Research Development Explosive – Pre WWII• Used in depth charges to puncture German U-boats
(steel)• More “punch” than TNT
• Dynamite = slow charge for cratering earth
• Linear shaped charges – focus energy to cut steel• Primed with a non-electric blasting cap & detonating cord• Synchronized with 9ms delays to minimize over pressure• Sequence:
• Drop center span out• Cut superstructure on each side of pier• Cut superstructure at ends• Cut pier bases and kick inward
![Page 58: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/58.jpg)
![Page 59: SOUTH CASCADE DRIVE / MILLER ROAD (OLD 219) OVER ...](https://reader031.fdocuments.us/reader031/viewer/2022012511/6189795230728950a51a5c4e/html5/thumbnails/59.jpg)