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Supplement6a_PCC_Case_Study_TNB Washington SPAN 595
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  • Title: Supplement6a_PCC_Case_Study_TNB
  • Type: Notes
  • School: Washington
  • Course: SPAN 595
  • Term: Winter

Coursehero >> Washington >> Washington >> SPAN 595
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Lesson Supplemental 6a: PCC Case Study New Tacoma Narrows Bridge Supplemental Lesson 6a: PCC Case Study TNB Topics Overview of project Tower construction Mix Design Mix Properties Construction Images Overview of TNB Project Owner: Washington State DOT Design-Build by Tacoma Narrows Constructors a joint venture of Kiewit Pacific and Bechtel New suspension bridge parallel to and south of the existing TNB. Location: Puget Sound near Tacoma, Washington. New TNB Location Overview of TNB Project Provides two general purpose and a HOV lane for eastbound traffic. The new bridge will include a separated path for bicycles and pedestrians. The new bridge is designed to accommodate a second deck in the future. The existing bridge work includes seismic improvements. Overview of TNB Project Project timeline: Total project time to complete is 5.5 years New bridge opened July 2007 Existing bridge upgrades to be complete by 2008. Overview of TNB Project Duration of bridge construction 1940 bridge: 19 months 1950 bridge: 29 months (replacement structure for 1940 bridge) 2007 bridge: 51 months Overview of TNB Project Project scope: 3.4 miles including the new bridge. Bridge length: 5,400 ft. Main span between towers: 2,800 ft. Tower height: 510 ft. requiring 8,500 cu. yd. of concrete per tower. Overview of TNB Project Total project cost: $849 million Financing: Tolls will pay for $800 million ($3 roundtrip per vehicle) Tower Construction Duration of tower construction (both the east and west towers): 10 months Mix design and properties follow. PCC supplier: Glacier NW Tower Construction Mix Design Ingredient Type I cement Fly Ash, Class F Microsilica (dry) Fine Aggr, Class 2 AASHTO M6 Coarse Aggr, No.57, AASHTO M80 Water (max) % Entrained Air Amount 564 lb/cu.yd. 165 lb/cu.yd. 58 lb/cu.yd. 1235 lb/cu.yd. (SSD) 1800 lb/cu.yd. 260(SSD) lb/cu.yd. 1.5% Source Ash Grove Cement ISG Centralia Force 10000 WSDOT Class 7000 mix: Implies a compressive strength of 7000 psi at 28 days Tower Construction Mix Design (cont.) Item Water Cement Ratio Water Reducer High-Range Water Reducer Specified Slump Fineness Modulus (Fine Aggr) WSDOT Class 7000 mix Amount or Value 0.33 24 oz/cu.yd. 71 oz/cu.yd. 9 in. 1 in. 2.75 Source Grace WRDA 64 Grace ADVA 100 Tower Construction Mix Design (cont.) Fly ash, Class F, provided by ISG Resources from the subbituminous power plant located at Centralia, WA. Class F fly ash requirements are contained in ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. Microsilica used provided by W.R. Grace Co. For more information about this Grace product go to http://www.na.graceconstruction.com/ Tower Construction Mix Design (cont.) WRDA 64 is a water reducer produced by W.R. Grace Co and conforms to ASTM C494, Type A and D. Used to produce concrete with low water content and other desirable mix properties. ADVA 100 is a superplasticizer produced by W.R. Grace Co and conforms to ASTM C494, Type F. Used to: Promote high slump Extremely flowable Lowers water/cement ratio Tower Construction Mix Design Results Typical 56 day compression breaks reported by Tacoma Narrows Constructors for the tower concrete typically ranged between 10,000 to 11,000 psi. Construction Images Photos taken November 2004 Existing bridge PCC batch plant New east side pier and tower New west side pier and tower New west side anchorage Photos taken November 2005 Photos taken August 2006 Completed towers Cable spinning process Cable spinning complete Installation of bridge deck sections about to start Existing Bridge November 2004 Existing Bridge West tower constructed of steel in 1950. Existing Bridge The Old and The New November 2004 PCC Batch Plant November 2004 PCC Batch Plant November 2004 PCC Batch Plant November 2004 PCC Batch Plant Noise wall built to reduce noise impact on homes across the road from the plant. November 2004 New West Side Tower and Pier PCC is pumped from the shore via a catwalk located under the existing bridge to the new tower. November 2004 New West Side Tower and Pier November 2004 A close up of the pump line to the west side tower. New East Side Tower and Pier View of the new east tower and pier under construction View is from the west side pier 2,800 approximately ft distance. Photo date: November 5, 2004 November 2004 New West Side Tower and Pier View of the new west tower and pier under construction New tower is reinforced PCC. Photo date: November 5, 2004 New West Side Tower and Pier West tower under construction. View shows barges tied to pier showing assembly of rebar. Photo: November 2004 New West Side Tower and Pier West tower under construction. View shows partially constructed tower with movable concrete forms at the top of the image. November 2004 New West Side Tower and Pier November 2004 West tower under construction. View shows that new PCC towers are hollow one tower leg houses a stairway and the other an elevator. Completed East Side Tower and Pier November 2005 East tower as of Nov 2005. Process underway is the spinning of the two main cables. Completed East Side Tower and Pier East tower as of Nov 2005. View is a portion of the completed tower. Completed East Side Tower and Pier East tower as of Nov 2005. Post tensioning ducts about to be covered with PCC (used to install the major cross beam). Completed East Side Tower and Pier East tower as of Nov 2005. Process underway is the spinning of the two main cables. New West Side Anchorage November 2004 Image shows an overview of the west side anchorage construction. New West Side Anchorage November 2004 West side anchorage under construction. Approximately 60 ft depth of mass concrete has been placed. New West Side Anchorage November 2004 West side anchorage under construction. This concrete box will be filled with densified sand to add additional weight for the cable anchorage New West Side Anchorage West side anchorage under constructio n. Shotcrete slope protection adjacent to cable anchor structure. November 2004 Cable spinning Two cables that support the bridge deck requires 19,000 miles of wire. Cable spinning is a process whereby steel wires are carried between the anchorages and the over the towers until the two cables are completed. Cable spinning Steel wire for cables Supplier is Kawada Industries, Inc., South Korea For TNB 8,816 high-strength steel wires. Overall cable dimension: 20.5 inches (521 mm) 19 strands, 464 wires each Zinc coated. Cables constructed by use of the air-spinning method first adopted in the construction of the Brooklyn Bridge in 1883. Building the cable the individual bundles are called strands Each wire is about the size of a No. 2 pencil with 464 wires making up one strand. The finished cable will have 19 strands. West Anchorage prior to start of cable spinning Looking east from the east anchorage Cable spinning underway View of cable spinning from the east side Photo: Nov 2005 Cable spinning View of cable spinning from the east side Each bundle (or strand) represents 464 wires. Photo: Nov Cable spinning View of cable spinning from the east side Wire carrier is shown in this photo. Photo: Nov 2005 Cable spinning View of cable spinning from the east side Close-up of wire carrier. Photo: Nov 2005 Cable spinning View of cable spinning from the east side Overview of wire feed. Photo: Nov 2005 Cable spinning View of cable spinning from the east side Photo shows wire/strand temporary guides. Photo: Nov Cable spinning View of cable spinning from the east side Close-up of the cable saddles on top of the new east side tower. Photo: Nov 2005 Cable spinning complete Aug 2006 Completed cables. Suspenders ready for deck truss sections. Photo: Aug 2006 Cable spinning complete Aug 2006 Unit for picking deck section from ship. Photo: Aug 2006 Cable spinning complete Aug 2006 Close-up of completed cable (without cover) and suspender clamp. Photo: Aug 2006 Cable spinning complete Aug 2006 Cable anchorage east side of bridge Cable spinning complete Aug 2006 East tower fully complete Cable spinning complete Aug 2006 Bridge deck truss section ready to lift Supplemental Lesson 6a: References No references were cited in Lesson 6a; however, the instructor s appreciation is extended to Kiewit Pacific and Glacier NW for access to the job site and PCC mix information. Additional information about the bridge can be found on the WSDOT web site URL: http://www.wsdot.wa.gov/projects/sr16narrowsbridge

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