McCORMICK QUARRY BRIDGE EAST SHORE EXPRESSWAY BRIDGE WITOLD H. KLOCZKOWSKI, P.E. PROJECT MANAGER COMMONWEALTH ENGINEERS & CONSULTANTS, INC.

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1 Rhode Island DOT Replaces Bridges Over Extended Weekends Using PBES and SPMTs DAVID W. FISH, P.E. ADMINISTRATOR OF PROJECT MANAGEMENT RI DEPARTMENT OF TRANSPORTATION WITOLD H. KLOCZKOWSKI, P.E. PROJECT MANAGER COMMONWEALTH ENGINEERS & CONSULTANTS, INC. EAST SHORE EXPRESSWAY BRIDGE McCORMICK QUARRY BRIDGE 1

2 Opening Remarks Mr. David W. Fish, P.E. Administrator of Project Management RI Department of Transportation 2

3 OWNER: RI DEPARTMENT OF TRANSPORTATION OVERSIGHT: FHWA RI DIVISION DESIGN CONSULTANT: COMMONWEALTH ENGINEERS & CONSULTANTS, INC CONTRACTOR: MANAFORT BROTHERS INC. 3

4 PROJECT LOCATION PROVIDENCE EAST PROVIDENCE BOTH BRIDGES ARE LOCATED IN EAST PROVIDENCE, RHODE ISLAND EAST BAY COMMUNITIES RHODE ISLAND 4

5 PROJECT LOCATION PROVIDENCE EAST SHORE EXPRESSWAY BRIDGE McCORMICK QUARRY BRIDGE N EAST PROVIDENCE EAST SHORE EXPRESSWAY SB EAST SHORE EXPRESSWAY NB TRAFFIC DATA: - US ROUTE 6 (WARREN AVE), 19,000 VPD - EAST SHORE EXPRESSWAY, 38,000 VPD 5

6 PROJECT LOCATION McCORMICK QUARRY BRIDGE RIDOT Maintenance Facility N EAST SHORE EXPRESSWAY BRIDGE 6

7 EXISTING BRIDGES EAST SHORE EXPRESSWAY BRIDGE McCORMICK QUARRY BRIDGE EAST SHORE EXPRESSWAY BRIDGE: - CONSTRUCTED IN SPAN CONTINUOUS T-BEAM - ~ SPANS - 60 DEG SKEW McCORMICK QUARRY BRIDGE: - CONSTRUCTED IN SPAN P/C I-GIRDER - ~ SPANS - 40 DEG SKEW 7

8 GENERAL BRIDGE CONDITION EAST SHORE EXPRESSWAY BRIDGE McCORMICK QUARRY BRIDGE 8

9 WHY ABC? TWO SEASON, TWO PHASE CONVENTIONAL CONSTRUCTION RAISED TRAFFIC CONCERNS FOR THIS MAJOR EXPRESSWAY. RIDOT SUCCESSFULLY EMPLOYED SPMT S FOR A PRIOR CONTRACT. PROJECT SITE IS WELL SUITED TO SPMT S, DUE TO PROXIMITY OF BSA S AND SHORT TRAVEL PATHS. CONSULTED WITH AN SPMT CONTRACTOR. ALL AGREED THE SITE WAS IDEAL. CONSULTANT PROPOSED GEOSYNTHETIC REINFORCED SOIL (GRS) ABUTMENTS, TO BE CONSTRUCTED IN ADVANCE OF THE W/E CLOSURE, UNDER THE EXISTING BRIDGE. PRECAST CONCRETE SUBSTRUCTURE COMPONENTS HELPED TO SPEED UP THE REPLACEMENT. PRECAST COMPONENTS GRS SPMT s 9

10 NEW BRIDGE CONFIGURATIONS EAST SHORE EXPRESSWAY BRIDGE EXISTING BRIDGE NEW BRIDGE 3-SPAN BECOMES SINGLE SPAN 10

11 NEW BRIDGE CONFIGURATIONS McCORMICK QUARRY BRIDGE EXISTING BRIDGE NEW BRIDGE 3-SPAN BECOMES SINGLE SPAN 11

12 NEW BRIDGE CONFIGURATIONS EAST SHORE EXPRESSWAY BRIDGE McCORMICK QUARRY BRIDGE 12

13 TYPICAL GRS DETAIL NO LONG-TERM SETTLEMENT CONCERNS 13

14 SKEW/RACKING ACCOMMODATIONS 14

15 PRECAST ELEMENTS & INTEGRAL BACKWALL TYPICAL FOOTING SEGMENT SIZE = 20 X13 X2, 78,000 LBS. LARGER WALL SEGMENT SIZE = 20 x11 x1-7, 52,000 LBS. 15

16 INCENTIVES & DISINCENTIVES EACH BRIDGE WAS ASSIGNED A DISTINCT 80 HOUR EXTENDED WEEKEND INCENTIVE CLOSURE PERIOD, FROM 9PM FRIDAY TO 5AM TUESDAY (CONTINUOUS DAY/NIGHT). CONTRACT LANGUAGE: 16

17 BRIDGE STAGING AREAS McCORMICK QUARRY BRIDGE BSA RIDOT Maintenance Facility N BSA EAST SHORE EXPRESSWAY BRIDGE 17

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23 ADVANCED UTILITY RELOCATIONS EAST SHORE EXPRESSWAY BRIDGE (McCORMICK QUARRY BRIDGE SIMILAR) 23

24 ADVANCED GRS CONSTRUCTION McCORMICK QUARRY BRIDGE (BRIDGE EAST SHORE EXPRESSWAY SIMILAR) CONSTRUCTING GRS ABUTMENTS UNDER THE EXISTING BRIDGE 24

25 SUPERSTRUCTURE IN THE BSA EAST SHORE EXPRESSWAY BRIDGE (McCORMICK QUARRY BRIDGE SIMILAR) BUILDING THE NEW BRIDGE IN THE BRIDGE STAGING AREA 25

26 CONSTRUCTION EAST SHORE EXPRESSWAY BRIDGE (McCORMICK QUARRY BRIDGE SIMILAR) COMPLETED SUPERSTRUCTURE, WITH BARRIERS INCLUDED 26

27 CONTRACTOR S DEMOLITION SUBMITTAL Demolition equipment, materials, sequence designed by the Contractor to suit his means and methods. Contractor s engineer analyzed the existing bridge members to address their condition, and to accommodate the proposed sequence. Bridge ratings were made available to the Contractor. Demolition was performed entirely during the 80 hour road closure. 27

28 EAST SHORE EXPRESSWAY BRIDGE 28

29 EAST SHORE EXPRESSWAY BRIDGE START OF THE W/E ROAD CLOSURE 29

30 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 30

31 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 31

32 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 32

33 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 33

34 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 34

35 EAST SHORE EXPRESSWAY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 35

36 EAST SHORE EXPRESSWAY BRIDGE SETTING THE PRECAST COMPONENTS 36

37 EAST SHORE EXPRESSWAY BRIDGE SETTING THE PRECAST COMPONENTS 37

38 EAST SHORE EXPRESSWAY BRIDGE SETTING THE PRECAST COMPONENTS 38

39 EAST SHORE EXPRESSWAY BRIDGE MOVING THE BRIDGE ON THE SPMT s 39

40 EAST SHORE EXPRESSWAY BRIDGE MOVING THE BRIDGE ON THE SPMT s 40

41 EAST SHORE EXPRESSWAY BRIDGE MOVING THE BRIDGE ON THE SPMT s 41

42 EAST SHORE EXPRESSWAY BRIDGE FINISHING THE APPROACH FILL & WALLS 42

43 EAST SHORE EXPRESSWAY BRIDGE MOVING THE BRIDGE ON THE SPMT s 43

44 EAST SHORE EXPRESSWAY BRIDGE FINISHING THE APPROACH FILL & WALLS 44

45 EAST SHORE EXPRESSWAY BRIDGE AFTER THE W/E CLOSURE - NEW STRUCTURE OPEN TO TRAFFIC 45

46 McCORMICK QUARRY BRIDGE 46

47 McCORMICK QUARRY BRIDGE START OF THE W/E ROAD CLOSURE 47

48 McCORMICK QUARRY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 48

49 McCORMICK QUARRY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 49

50 McCORMICK QUARRY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 50

51 McCORMICK QUARRY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 51

52 McCORMICK QUARRY BRIDGE DEMOLITION DURING THE WEEKEND ROAD CLOSURE 52

53 McCORMICK QUARRY BRIDGE SETTING THE PRECAST COMPONENTS 53

54 McCORMICK QUARRY BRIDGE SETTING THE PRECAST COMPONENTS 54

55 McCORMICK QUARRY BRIDGE SETTING THE PRECAST COMPONENTS 55

56 McCORMICK QUARRY BRIDGE MOVING THE BRIDGE ON THE SPMT s 56

57 McCORMICK QUARRY BRIDGE MOVING THE BRIDGE ON THE SPMT s 57

58 McCORMICK QUARRY BRIDGE MOVING THE BRIDGE ON THE SPMT s 58

59 McCORMICK QUARRY BRIDGE MOVING THE BRIDGE ON THE SPMT s 59

60 McCORMICK QUARRY BRIDGE FINISHING THE APPROACH FILL & WALLS 60

61 McCORMICK QUARRY BRIDGE AFTER THE W/E CLOSURE - NEW STRUCTURE OPEN TO TRAFFIC 61

62 A PDF OF THIS PRESENTATION, AND WEB-LINKS TO TIME- LAPSE VIDEO S WILL BE PROVIDED BY FIU 62

63 FINAL STRUCTURES - Contract Type: Design/Bid/Build - Total Construction Cost - Bid = $12.7 million, to-date = $11.8 million - Total Construction Duration = 16 months - East Shore Expressway Bridge incentive payment = $ McCormick Quarry Bridge incentive payment = $152k = 19hrs x $8k/hr - Total Incentive Payments - $152k McCORMICK QUARRY BRIDGE EAST SHORE EXPRESSWAY BRIDGE - Contract Closure = 80 hrs per bridge - Actual Closure: - East Shore Expressway Br = 80hrs - McCormick Quarry Bridge = 61 hrs No traffic gridlock! 63

64 Key take-aways: Conducted successful public out-reach, Weekend move = less traffic and short-lived impacts, Lesson learned from 1 st bridge - construct some of the approach fill and wing walls with wrapped-face system before the SPMT move rather than after, Adjustable bearing detail pros/cons. 64

65 THANK YOU FOR WATCHING 65