NOT FOR CONSTRUCTION

Size: px
Start display at page:

Download "NOT FOR CONSTRUCTION"

Transcription

1 NOT FOR CONSTRUCTION

2

3 NOT FOR CONSTRUCTION

4

5 NOT FOR CONSTRUCTION

6

7 NOT FOR CONSTRUCTION

8

9 Steensby Ore Dock Tradeoff Study Rev. 0 Mary River Project H Appendix B : Estimates ISO 9001, Rev. 0, Page 26 Hatch 2011/07

10

11 Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 5 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Excavation, sediments (See below) for caissons cu m C Rock Fill under caissons cu m ,699, ,699, D Precast Concrete bridge deck panels, 200 thick sq m ,625, curb walls cu m , ,225, E Caissons, 30 m diameter (five total) precast concrete to float height each ,600, ,000, castinplace concrete to top ( NA) cu m 500 mm ice impact El. 0.0 cu m , ,930, mm top caisson slab cu m , ,250, box girder foundations on caisson cu m , ,000, rail foundations on caissons cu m , ,250, ,430, F Rock Fill in caissons cu m ,195, ,195, G Granular Fill under slabs cu m , , H Structural Steel Bridges (four total) supply & install box girders tonnes , ,793, supply & install girders tonnes 756 7, ,866, supply & install deck beams, bracing tonnes 360 7, ,793, ,453, I Ship Unloader Rails supply rails, accessories (in separate estimate) m , install m , , J Bull Rail m , , K Fenders supply ea 24 50, ,200, install ea 24 15, , ,573, L Quick Release Bollards supply ea 8 20, , install ea 8 10, , , M Capstans supply ea 4 50, , install ea 4 10, , , N Ladders at caissons ea 12 2, , , O Rock Fill NA cu m 0 P Granular Fill NA cu m 0 Q Dredging adjacent to dock soft material cu m ,000, adjacent to dock rock cu m ,750, ,750, R Scour Protection sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 68,750, ,750, OPTION 1 TOTAL 229,167, ,750, ,000, NOTES Page 1 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx

12 Project: Mary River Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Ore Dock, North Location, Baffinland Analysis Cost Estimate Option: 2 8 Steel Pier Arrangement Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, B Excavation, sediments (See below) cu m C Rock Fill under caissons cu m ,426, D Precast Concrete bridge deck panels, 200 thick sq m ,145, curb walls cu m , E Reinforced Concrete in piers cu m , ,600, in pile caps cu m , ,400, F Caissons, 23 m square (eight total) precast concrete to float height each 8 3,250, ,000, castinplace concrete to top cu m 2, G Piers, 10 m diameter x 26 m long,steel on caissons (eight total) doublewalled stiffened plate, 10 mm thick assumed tonnes , ,640, H Pile Caps, 4 m square steel box girder by 25 m long stiffened plate, 20 mm thick assumed tonnes 660 7, ,121, I Hematite Ore Fill in caissons cu m ,388, J Rock Fill in piers cu m ,040, on caissons cu m , K Structural Steel Bridges (seven total) supply & install box girders tonnes , ,930, supply & install girders tonnes 763 7, ,920, supply & install deck beams, bracing tonnes , ,547, L Ship Unloader Rails supply rails, accessories m , install m , M Bull Rail m , N Fenders supply ea 29 50, ,450, install ea 29 15, , O Quick Release Bollards supply ea 8 20, , install ea 8 10, , P Capstans supply ea 4 50, , install ea 4 10, , Q Ladders at caissons ea 18 2, , R Rock Fill NA cu m 0 S Granular Fill NA cu m 0 T Dredging adjacent to dock soft material cu m ,000, adjacent to dock rock cu m ,750, U Scour Protection sq m ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 64,118, ,118, OPTION 2 TOTAL 2,000, ,426, ,745, ,000, ,000, ,640, ,121, ,388, ,420, ,399, , , ,885, , , , ,750, ,000, ,727, ,118, ,000, NOTES Page 2 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx

13 Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Continuous Steel Caisson Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, B Dredging (See below) cu m C Rock Fill under caisson cu m ,914, D Paving sq m , E Reinforced Concrete conveyor foundations cu m 460 2, , shiploader rail foundations cu m , ,400, ,000, ,914, , ,320, F Caissons, steel By Naval Architect ls 1 75,000, ,000, G Granular Fill at deck level cu m , H Ship Uploader supply rails, accessories in separate estimate m , install m , I Bull Rail J Fenders K Quick Release Bollards L Capstans m , supply ea 29 50, ,450, install ea 29 15, , supply ea 8 20, , install ea 8 10, , supply ea 4 50, , install ea 4 10, , M Ladders at caissons ea 18 2, , N Rock Fill in Caisson O Granular Fill NA cu m ,500, cu m 0 P Dredging adjacent to dock cu m ,000, rock cu m ,750, Q Scour Protection sq m ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 70,947, ,947, OPTION 3 TOTAL 100,000, , , , ,885, , , , ,500, ,750, ,000, ,493, ,947, ,000, NOTE Page 3 +Ore Dock Estimate_North 2011_06_22_Bob.xlsx

14 Ore Dock, South Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 5 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging Silt for caissons cu m ,700, ,700, C Excavation, rock for caissons cu m ,750, ,750, D Rock Fill under caissons cu m ,125, ,125, E Precast Concrete bridge deck panels, 200 thick sq m ,625, curb walls cu m 300 2, , ,225, F Caissons, 30 m diameter (five total) precast concrete to float height ea 5 13,600, ,000, castinplace concrete to top cu m mm ice impact El. 0.0 cu m , ,930, mm top caisson slab cu m 625 2, ,250, box girder foundations on caisson cu m , ,000, rail foundations on caissons cu m , ,250, ,430, G Rock Fill in caissons cu m ,195, ,195, H Granular Fill under slabs cu m , , I Structural Steel Bridges (four total) supply & install box girders tonnes , ,793, supply & install girders tonnes 756 7, ,866, supply & install deck beams, bracing tonnes 360 7, ,793, ,453, J Ship Unloader Rails supply rails, accessories m , install m , , K Bull Rail m , , L Fenders supply ea 24 50, ,200, install ea 24 15, , ,560, M Bollards supply ea 8 4, , install ea 8 1, , , N Capstans supply ea 4 50, , install ea 4 10, , , O Ladders at caissons ea 12 2, , , P Rock Fill cu m 0 Q Granular Fill cu m 0 R Dredging knoll cu m ,050, adjacent to dock cu m ,750, ,800, S Scour Protection sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 75,563, ,563, OPTION 1 TOTAL 251,879, ,563, ,000, NOTE Page 1 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx

15 Project: Mary River Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Ore Dock, South Location, Baffinland Analysis Cost Estimate Option: 2 8 Steel Pier Arrangement Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging silt for caissons cu m ,700, ,700, C Excavation, rock for caissons cu m ,000, ,000, D Rock Fill under caissons cu m ,125, ,125, E Precast Concrete bridge deck panels, 200 thick sq m ,145, curb walls cu m 300 2, , ,745, F Reinforced Concrete in piers cu m , ,600, in pile caps cu m , ,400, ,000, G Caissons, 23 m square (eight total) precast concrete to float height ea 8 3,250, ,000, castinplace concrete to top NA cu m 0 2, ,000, H Piers, 10 m diameter x 26 m long steel on caissons (eight total) doublewalled stiffened plate, 10 mm thick assumed tonnes , ,640, ,640, I Pile Caps, 4 m square steel box girder by 25 m long stiffened plate, 20 mm thick assumed tonnes 660 7, ,121, ,121, J Hematite Ore Fill in caissons cu m ,388, ,388, K Rock Fill in piers cu m ,040, on caissons cu m , ,420, L Structural Steel Bridges (seven total) supply & install box girders tonnes , ,930, supply & install girders tonnes 763 7, ,920, supply & install deck beams, bracing tonnes , ,547, ,399, M Ship Unloader Rails supply rails, accessories m , install m , , N Bull Rail m , , O Fenders supply ea 29 50, ,450, install ea 29 10, , ,740, P Quick Release Bollards supply ea 8 20, , install ea 8 10, , , Q Capstans supply ea 4 50, , install ea 4 10, , , R Ladders at caissons ea 18 1, , , S Rock Fill NA cu m 0 T Granular Fill NA cu m 0 U Dredging knoll cu m ,050, rock cu m ,750, T Scour Protection 8,800, sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 65,864, ,864, OPTION 2 TOTAL 219,548, ,864, ,000, NOTE Page 2 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx

16 Ore Dock, South Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Continuous Steel Caisson Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, Demobilization ls 1 2,000, ,000, ,000, B Dredging Silt for caisson cu m ,700, ,700, C Excavation, rock for caisson cu m ,000, ,000, D Rock Fill under caisson cu m ,125, ,125, E Paving deck level sq m , , F Reinforced Concrete conveyor foundations cu m 460 2, , shiploader rail foundations cu m , ,400, ,320, G Caissons, steel by naval architect ls 1 75,000, ,000, ,000, H Granular Fill at deck level cu m , , I Ship Unloader Rails supply rails, accessories, in separate estimate m , install m , , J Bull Rail m , , K Fenders supply ea 24 50, , install ea 24 15, , , L Quick Release Bollards supply ea 8 20, , install ea 8 10, , , M Capstans supply ea 4 50, , install ea 4 10, , , N Ladders at caissons ea 18 2, , , O Rock Fill Inside caissons cu m ,100, ,100, P Granular Fill cu m 0 Q Dredging Knoll to the north, for ships cu m ,050, cu m ,750, R Scour Protection 8,800, sq m ,000, ,000, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 66,816, ,816, OPTION 3 TOTAL 222,720, ,816, ,000, NOTE Page 3 +Ore Dock Estimate_South 2011_06_23_Bob.xlsx

17 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 1 Sandwell/AMEC, 2 Caisson Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , , B Excavation, sediments for caissons cu m ,000, ,000, C Rock Fill under caissons cu m ,913, ,913, D Precast Concrete bridge deck panels, 200 thick sq m ,250, curb walls cu m 238 2, , ,726, E Reinforced Concrete abutment cu m 950 2, ,900, ,900, F Caissons, 30 m diameter (two total) precast concrete to float height ea 2 13,600, ,200, castinplace concrete to top cu m mm ice impact El. 0.0 cu m 586 2, ,172, mm top caisson slab cu m 250 2, , box girder foundations on caisson cu m , ,000, ,872, G Rock Fill in caissons cu m ,478, ,478, H Structural Steel Bridges (three total) supply & install deck and trusses tonnes , ,731, ,731, I Ship Unloader Rails NA supply rails, accessories, in separate estimate m 0 install m 0 J Bull Rails NA m K Fenders NA supply ea 0 install ea 0 L Bollards NA supply ea 0 install ea 0 K Capstans NA supply ea 0 install ea 0 L Ladders at caissons ea 4 2, , , M Rock Fill cu m 0 N Granular Fill cu m 0 O Dredging cu m 0 P Scour Protection sq m 0 SUB TOTAL Construction Contingency Construction contingency 30% % 30% 21,308, ,308, OPTION 1 TOTAL 71,028, ,308, ,000, NOTE Page 1 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx

18 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 2 2 Steel Pier Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , B Excavation, sediments for caissons cu m ,000, C Rock Fill under caissons cu m ,913, D Precast Concrete bridge deck panels, 200 thick sq m ,250, curb walls cu m 238 2, , E Reinforced Concrete in piers cu m , ,150, in pile caps cu m 800 2, ,600, abutment cu m 950 2, ,900, F Caissons, 23 m square (two total) precast concrete to float height cu m 2 3,250, ,500, castinplace concrete to top cu m 0 G Piers, 10 m diameter steel on caissons (two total) doublewalled stiffened plate, 10 mm thick assumed tonnes 375 7, ,910, H Pile Caps, 4 m square steel box girder by 20 m long stiffened plate, 20 mm thick assumed tonnes 165 7, ,280, I Hematite Ore Fill in caissons cu m ,275, J Rock Fill in piers cu m , on caissons cu m , K Structural Steel Bridges (three total) supply & install deck and trusses tonnes , ,827, L Ship Unloader Rails supply rails, accessories, in separate estimate m 0 install m 0 M Bull Rail m 0 N Fenders supply ea 0 install ea 0 O Bollards supply ea 0 install ea 0 P Capstans supply ea 0 install ea 0 Q Ladders at caissons ea 4 2, , R Rock Fill cu m 0 S Granular Fill cu m 0 T Dredging adjacent to dock cu m 0 U Scour Protection sq m 0 Construction Contingency Construction contingency 30% % 30% 17,353, ,353, NOTE SUB TOTAL OPTION 2 TOTAL 400, ,000, ,913, ,726, ,650, ,500, ,910, ,280, ,275, , ,827, , ,844, ,353, ,000, Page 2 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx

19 Approach Trestle for Ore Dock, North Location, Baffinland Analysis Cost Estimate Project: Mary River Option: 3 Rock Fill Causeway Arrangement Location: Steensby Inlet, Baffin Island Owner: Baffinland Iron Mines Corporation Consultant: Hatch Elemental Cost Elemental Amount Element Units Quantity Unit Rate SubTotal Total A Mobilization, demobilization ls 1 400, , B Rock Fill causeway 834,312 x 1.1 for settlement cu m ,500, C Precast Concrete bridge deck panels, 200 thick sq m , curb walls cu m 238 2, , D Reinforced Concrete abutment cu m 950 2, ,900, conveyor foundations cu m 272 2, , E Granular Fill on causeway cu m , F Structural Steel Bridges (one total) supply & install deck and trusses tonnes 415 7, ,220, SUB TOTAL Construction Contingency Construction contingency 30% % 30% 22,447, ,447, OPTION 3 TOTAL 400, ,500, ,226, ,444, , ,220, ,824, ,447, ,000, NOTE Page 3 +Ore Dock Estimate_Trestle 2011_06_23_Bob.xlsx

The unit costs are based on the trend line of the 3 low bids for the average quantity.

The unit costs are based on the trend line of the 3 low bids for the average quantity. Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally

More information

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

More information

1,045 m length of the Deh Cho Bridge

1,045 m length of the Deh Cho Bridge Innovative Design Features: Lightweight truss: The principles of lightweight design led to a saving of 25% in the use of structural steel. State of the art deck system: Designed as a four-way slab, it

More information

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway:

~iffiui ~ Bridge Condition Survey. Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Texas Depadment of Transpo,tation Bridge Condition Survey Inspection Date: 21 May 2003 District: San Angelo County: Tom Green Highway: Irving Street Facility Name: Lone Wolf Bridge Structure Number: B00315-031

More information

WSDOT Bridge Elements

WSDOT Bridge Elements Chapter 4 WSDOT Bridge Elements 4.01 List of WSDOT Elements by Number 12 Concrete Deck............................... 4-14 13 Bridge Deck Surface........................... 4-14 14 Fully Supported Concrete

More information

US 51 Ohio River Bridge Engineering and Environmental Study

US 51 Ohio River Bridge Engineering and Environmental Study US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents

More information

2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS

2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS 2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the

More information

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional

More information

BRIDGES ARE relatively expensive but often are

BRIDGES ARE relatively expensive but often are Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the

More information

Quality Control and Quality Assurance Guide

Quality Control and Quality Assurance Guide Quality Control and Quality Assurance Guide Bridge Division, Design Section October 2013 Table of Contents Chapter 1 About this Guide... 3 Chapter 2 Goals and Objectives... 5 Chapter 3 Participants...

More information

Bridge Type Selection

Bridge Type Selection Bridge Type Selection The major consideration for bridge type selection for bridges on the State Aid system is initial cost. Future maintenance costs, construction time, and location are considered when

More information

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation 644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING

More information

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 General: The Muddy River Flood Risk Management (FRM) & Environmental Restoration

More information

Infrastructure Cost Data

Infrastructure Cost Data Hewitt Estimating Consultants a Division of International Project Estimating Limited Infrastructure Cost Data www.infrastructurecost.com The Chief Estimator Software 150 Couling Crescent, Guelph Ontario,

More information

Introduction to Minimal Excavation Foundations

Introduction to Minimal Excavation Foundations Introduction to Minimal Excavation Foundations What is a minimal excavation foundation? A construction technique that minimizes disturbance of the natural soil profile within the footprint of the structure

More information

CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE

CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE 9.1 INTRODUCTION An important reason that composite piles have not gained wide acceptance in the civil engineering practice is the lack of a long

More information

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General

More information

Hunter College school of Social Work Thesis Proposal

Hunter College school of Social Work Thesis Proposal Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing

More information

CHAPTER 6 CONSTRUCTION TYPES

CHAPTER 6 CONSTRUCTION TYPES CHAPTER 6 CONSTRUCTION TYPES SECTION 601 GENERAL 601.1 Scope. Provisions of this chapter shall govern the classification of construction type by materials and fire resistance of its elements and the use

More information

BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM

BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM Swaminathan Srinivasan, P.E., M.ASCE H.C. Nutting/Terracon David Tomley, P.E., M.ASCE KZF Design Delivering Success for

More information

BRIDGE DESIGN MANUAL

BRIDGE DESIGN MANUAL BRIDGE DESIGN MANUAL 2003 Edition (U.S. Customary Units) State of Connecticut Department of Transportation Revisions: 7/04, 11/04, 1/05, 3/05, 1/09, 3/09, 2/11 PREFACE The Connecticut Department of Transportation

More information

FY08 SEWER POINT REPAIRS BID TABULATION

FY08 SEWER POINT REPAIRS BID TABULATION 6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "

More information

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement.

2015 ODOT Bridge Design Conference May 12, 2014. DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement. 2015 ODOT Bridge Design Conference May 12, 2014 DeJong Rd Bridge High- Seismic Zone Case Study: Bridge Rehab vs. Replacement Mary Ann Triska 2015 HDR, all rights reserved. Presentation Outline Project

More information

Emergency repair of Bridge B421

Emergency repair of Bridge B421 Emergency repair of Bridge B421 over the Olifants River after fl ood damage INTRODUCTION AND BACKGROUND Bridge B421 is located on the R555 at km 5.03 on Section 01E between Witbank (now known as emalahleni)

More information

APPLICATION OF INNOVATIVE METHODS FOR DESIGN AND CONSTRUCTION OF OFFSHORE STRUCTURES

APPLICATION OF INNOVATIVE METHODS FOR DESIGN AND CONSTRUCTION OF OFFSHORE STRUCTURES APPLICATION OF INNOVATIVE METHODS FOR DESIGN AND CONSTRUCTION OF OFFSHORE STRUCTURES by Y. Maggi 1, A. Marques 2 and R. Sabino 3 ABSTRACT On-shore and off-shore maritime works are generally complex and

More information

Value Engineering vs. Alternate Designs in Bridge Bidding

Value Engineering vs. Alternate Designs in Bridge Bidding Value Engineering vs. Alternate Designs in Bridge Bidding Compares the advantages and disadvantages of alternate designs and value engineering in bidding of bridges as experienced in the State of Florida.

More information

Dulles Corridor Metrorail Project

Dulles Corridor Metrorail Project Dulles Corridor Metrorail Project MONTHLY COST AND SCHEDULE UPDATE FOR PHASE 2 AS OF JULY 31, 2015 SEPTEMBER 2015 Phase 2 Cost Summary July Expenditures $ 19.2 Million Total Expenditures $ 508.7 Million

More information

The minimum reinforcement for the stem wall is the placement of:

The minimum reinforcement for the stem wall is the placement of: PolySteel creates an ideal insulated stem wall for concrete slabs that can make this part of your project easier and faster, in addition to making your finished project more energy-efficient. Figures 3.20

More information

IH-635 MANAGED LANES PROJECT, SEG. 3.2

IH-635 MANAGED LANES PROJECT, SEG. 3.2 IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,

More information

COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS

COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS Permit applicants shall submit three (3) COMPLETE SETS of plans and specifications with each application for a permit. Plans and specifications

More information

CONTENTS. Page KERBS ETHEKWINI PRODUCTS ETHEKWINI PRODUCTS WATER CHANNELS WATER CHANNELS / GRILL BLOCKS / CHANNEL DRAIN COVERS

CONTENTS. Page KERBS ETHEKWINI PRODUCTS ETHEKWINI PRODUCTS WATER CHANNELS WATER CHANNELS / GRILL BLOCKS / CHANNEL DRAIN COVERS CONTENTS KERBS ETHEKWINI PRODUCTS ETHEKWINI PRODUCTS WATER CHANNELS WATER CHANNELS / GRILL BLOCKS / CHANNEL DRAIN COVERS STADIUM SEATING / ETHEKWINI & TELKOM SPEC PRODUCTS PRECAST PANELS DURBAN BEACHFRONT

More information

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam

Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge

More information

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 To: From: Date: Subject: Mr. Thomas Gibson, City of St. Petersburg Jeffrey D. Malyszek, PE and Deborah C.

More information

MICROSTATION INFORMATION BRIDGE DEPARTMENT

MICROSTATION INFORMATION BRIDGE DEPARTMENT MICROSTATION INFORMATION BRIDGE DEPARTMENT CFLHD S FTP SITE ACCESS server name = ftp.cflhd.gov user name = cflhd password = fhwa-cflhd Feel free to tell the user name and password to anyone who needs it.

More information

Value of Instrumentation Systems and Real-Time Monitoring: An Owner s Perspective

Value of Instrumentation Systems and Real-Time Monitoring: An Owner s Perspective Value of Instrumentation Systems and Real-Time Monitoring: An Owner s Perspective FHWA NATIONAL GEOTECHNICAL PROGRAM www.fhwa.dot.gov/engineering/geotech Why Geotechnical Instrumentation? Provide warning

More information

REHABILITATION PACKAGE 1-a

REHABILITATION PACKAGE 1-a 1-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 1-a Rehab option 1-a is a rehabilitation package whereby all spans of the existing structure would be rehabilitated to the degree feasible and strengthened

More information

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F

STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection

More information

VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items

VDOT 2001 Road and Bridge Standards Section 100 - Drainage Items VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts

More information

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE ENGINEERED FOUNDATIONS Department of Public Works Jeff Hill, PE What is an engineered foundation. A Foundation Design Developed by a Trained Professional (Engineer) Types of Foundations (All of which can

More information

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)

More information

609 West Rock Road, Radford,VA 24141 540-633-5000 / (fax) 540-731-3712 RECOMMENDED ATTACHMENTS & CONNECTION DETAILS

609 West Rock Road, Radford,VA 24141 540-633-5000 / (fax) 540-731-3712 RECOMMENDED ATTACHMENTS & CONNECTION DETAILS 609 West Rock Road, Radford,VA 24141 540-633-5000 / (fax) 540-731-3712 RECOMMENDED ATTACHMENTS & CONNECTION DETAILS INDEX OF DRAWINGS SECTION A: A-1 = METAL TRACK TO PANEL ATTACHMENT A-2 = WOOD PLATE TO

More information

Technical Assignment 2 TABLE OF CONTENTS

Technical Assignment 2 TABLE OF CONTENTS 2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17

More information

COMMONLY USED RESIDENTIAL BUILDING CODES

COMMONLY USED RESIDENTIAL BUILDING CODES COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section

More information

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 JRHill@HaywardBaker.com

More information

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL. STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill

More information

Dock Hardware & Accessory Products Catalog

Dock Hardware & Accessory Products Catalog Dock Hardware & Accessory Products Catalog Product Page # Product Page # Angle Brackets/Clips 8 Back Up Plate 5 Backing Plate/Hurricane Stop 10 Carriage Bolt Sets 4 Chain Retainer 10 Connector Pin Set

More information

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING

SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent

More information

CITY OF BERKELEY BUILDING PERMIT DETAILED CHECKLIST

CITY OF BERKELEY BUILDING PERMIT DETAILED CHECKLIST CITY OF BERKELEY DETAILED CHECKLIST This checklist will assist you in preparing plans for submittal with a building permit application. Alterations, additions and remodeling projects may not require all

More information

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM

SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and

More information

Division 2 Section 32 14 13.19 Section 02795

Division 2 Section 32 14 13.19 Section 02795 Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit

More information

PONTIS BRIDGE INSPECTION FIELD MANUAL FOR OKLAHOMA BRIDGES OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DIVISION

PONTIS BRIDGE INSPECTION FIELD MANUAL FOR OKLAHOMA BRIDGES OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DIVISION PONTIS BRIDGE INSPECTION FIELD MANUAL FOR OKLAHOMA BRIDGES OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DIVISION SEPTEMBER 2014 EDITION with June 2015 Changes DECKS OR SLABS TABLE OF CONTENTS Unit Reinforced

More information

RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4

RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4 RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4 APPENDIX G COST ESTIMATES EXHIBIT J RAILROAD BRIDGE QUANTITIES Report for the US Army Corps of Engineers,

More information

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1

FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 4. STRUCTURAL ANALYSIS AND EVALUATION The analysis of bridges and structures is a mixture of science and engineering judgment. In most cases, use simple models with

More information

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet

More information

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process Disputes and Claims 3 Processes Dispute Resolution and Administrative Claims Process Default Process C&MS 108.02 Partnering OR PN 108 -Dispute Review Board (DRB) Considered for use on projects over $20

More information

Remote Monitoring of Soil Pressures on Bridge Footings

Remote Monitoring of Soil Pressures on Bridge Footings More Info at Open Access Database www.ndt.net/?id=18252 Remote Monitoring of Soil Pressures on Bridge Footings Michael DAVIDSON 1, Zhihui ZHU 2, Issam HARIK 3, Charlie SUN 4, Kevin SANDEFUR 5 1 Bridge

More information

load on the soil. For this article s examples, load bearing values given by the following table will be assumed.

load on the soil. For this article s examples, load bearing values given by the following table will be assumed. How Many Piers? By Gary Collins, P.E. A clear-cut guide to helical pier spacing Introduction Helical pier spacing is not an exact science. How many does it take to support a structure adequately or repair

More information

Welcome: What is U Drain? Drain Materials. Flow

Welcome: What is U Drain? Drain Materials. Flow Welcome: Thank you for looking into the U Drain floor drain system. This paper will explore the functional features of the U Drain and why it is superior to other grated systems in the marketplace. We

More information

Granger Bay Boulevard and Green Point Roundabout

Granger Bay Boulevard and Green Point Roundabout Granger Bay Boulevard and Green Point Roundabout INTRODUCTION Aurecon was appointed for the design and construction supervision of the Granger Bay Boulevard and Green Point roundabout that provides access

More information

Legacy Trail Extension Feasibility Study. Preliminary Cost Estimate

Legacy Trail Extension Feasibility Study. Preliminary Cost Estimate Preliminary Cost Estimate February 2015 Category item Unit Unit Cost Quantity Cost Notes Trail Corridor (Combined Trail length ~ 25,800' + Separated Trail length ~ 13,700' = Total Length ~ 39,500' or 7.5

More information

KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER

KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER The New York State Department of Transportation (NYSDOT) is preparing an Environmental Impact Statement (EIS) to evaluate alternatives for the rehabilitation or

More information

REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE

REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE MAULE EARTHQUAKE Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4, 2012, Tokyo, Japan REPAIR AND RETROFIT OF BRIDGES DAMAGED BY THE 2010 CHILE

More information

BUTE Department of Construction Management and Technology

BUTE Department of Construction Management and Technology BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):

More information

Geotechnical Building Works (GBW) Submission Requirements

Geotechnical Building Works (GBW) Submission Requirements Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.

More information

SECTION 02400 - STORM DRAIN SYSTEM

SECTION 02400 - STORM DRAIN SYSTEM SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And

More information

Paving Capitalization Work Categories and Treatments

Paving Capitalization Work Categories and Treatments Statement of ODOT Infrastructure Capitalization Policy Government Accounting Standards Board (GASB) 34 requires public agencies to capitalize infrastructure assets on their financial statements for periods

More information

Chapter 3 Pre-Installation, Foundations and Piers

Chapter 3 Pre-Installation, Foundations and Piers Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory

More information

Source: Port Mann Bridge Plans Unveiled Today, CBC News, February 4, 2009.

Source: Port Mann Bridge Plans Unveiled Today, CBC News, February 4, 2009. Total project cost $2.5 billion (Canadian) Financed by tolls about $3 each direction. Total project length 37 km (McGill St in Vancouver to 216 th in Langley) The new Port Mann bridge 10 lanes (existing

More information

TABLE OF CONTENTS. Section / Article Page

TABLE OF CONTENTS. Section / Article Page TABLE OF CONTENTS Section / Article Page 1. INTRODUCTION 1.1 Purpose................ 6 1.2 Definitions................ 6 1.3 Guidelines and References............ 7 2. AGREEMENTS 2.1 Applicant and Contractor

More information

Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322 knjha@civil.iitd.ac.in

Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322 knjha@civil.iitd.ac.in 1 Some case studies of construction accidents in India Special emphasis on safety of temporary structures Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room

More information

November 1, 2005 BRIDGE CONSTRUCTION MANUAL 5-393.700 (1)

November 1, 2005 BRIDGE CONSTRUCTION MANUAL 5-393.700 (1) November 1, 2005 BRIDGE CONSTRUCTION MANUAL 5-393.700 (1) A ABUTMENT (ABUT.) - A substructure which supports the end of a single span of the extreme end of a multi-span superstructure, retains the approach

More information

Expected Performance Rating System

Expected Performance Rating System Expected Performance Rating System In researching seismic rating systems to determine how to best classify the facilities within the Portland Public School system, we searched out what was used by other

More information

EXECUTIVE SUMMARY CHAPTER 6

EXECUTIVE SUMMARY CHAPTER 6 EXECUTIVE SUMMARY CHAPTER 6 This Bridge Development Report was prepared to document the decision process and recommendations for constructing a bridge carrying Maitland Boulevard (eastbound) over I-4 as

More information

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP

COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP COLUMN-FREE OFFICE SPACE RISES IN CHICAGO S LOOP 30 x45 bay provides maximum tenant flexibility and increases leasing marketability By David E. Eckmann AIA, S.E. P.E. SURGING DEMANDS FOR RENTABLE OFFICE

More information

OTTAWA CIVIC CENTRE & NORTH SIDE STANDS LANSDOWNE PARK FRANK CLAIR STADIUM STRUCTURAL ADEQUACY REPORT 2007

OTTAWA CIVIC CENTRE & NORTH SIDE STANDS LANSDOWNE PARK FRANK CLAIR STADIUM STRUCTURAL ADEQUACY REPORT 2007 OTTAWA CIVIC CENTRE & NORTH SIDE STANDS at LANSDOWNE PARK FRANK CLAIR STADIUM STRUCTURAL ADEQUACY REPORT 2007 for CITY OF OTTAWA REAL PROPERTY ASSET MANAGEMENT prepared by ADJELEIAN ALLEN RUBELI LIMITED

More information

4. ANCHOR BOLTS AND STRAPS a. ½" anchor bolts shall be embedded 7" into concrete a maximum of 6' on center and 12" from corners and ends of plates.

4. ANCHOR BOLTS AND STRAPS a. ½ anchor bolts shall be embedded 7 into concrete a maximum of 6' on center and 12 from corners and ends of plates. GENERAL CODE REQUIREMENTS (BASEMENTS) 1. FOOTINGS a. Footings shall be below frost line depth (42"). b. For an 8" foundation wall, footings shall be no less than 8" deep and 16" wide. c. Steel reinforcement

More information

SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT

SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer

More information

GOWANUS EXPRESSWAY TUNNEL PRIMER

GOWANUS EXPRESSWAY TUNNEL PRIMER GOWANUS EXPRESSWAY TUNNEL PRIMER T he New York State Department of Transportation is currently studying the replacement of the Gowanus Expressway with a tunnel. This investigation involves looking at a

More information

GLOSSARY OF TERMINOLOGY

GLOSSARY OF TERMINOLOGY GLOSSARY OF TERMINOLOGY AUTHORIZED PILE LENGTHS - (a.k.a. Authorized Pile Lengths letter) Official letter stating Engineer's recommended length of concrete piles to be cast for construction of foundation.

More information

PROJECT COST ESTIMATES & FEASIBILITIES

PROJECT COST ESTIMATES & FEASIBILITIES PROJECT COST ESTIMATES & FEASIBILITIES Project Cost and budget management Project success elements Scope meet the scope defined for the project Budget It is within established budget Programme It is designed

More information

Residential Deck Safety, Construction, and Repair

Residential Deck Safety, Construction, and Repair Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the

More information

THE STRUCTURAL ENGINEER

THE STRUCTURAL ENGINEER THE : 100 YEARS OF AN AUSTIN-CHANGING ICON By Nestor R. Rubiano, PhD, P.E., Structural Consultants, Inc., Austin, TX King Iron Bridge and Manufacturing Company of Cleveland, Ohio, and had a roadway width

More information

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL

June 2007 CHAPTER 7 - CULVERTS 7.0 CHAPTER 7 - CULVERTS 7.1 GENERAL 7.0 7.1 GENERAL For the purpose of this manual, culverts are defined as structures that are completely surrounded by soil and located below the surface of the roadway parallel to the general direction

More information

SECTION 02630 STORM DRAINAGE SYSTEM

SECTION 02630 STORM DRAINAGE SYSTEM SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE

More information

APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP

APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP APPENDIX C BLACKPOOL BRIDGES PROJECT COST ESTIMATES GROWTH FUND APPLICATION TO LANCASHIRE ENTERPRISE PARTNERSHIP COST BASE: Q4 2014/15 (Version A - 02/02/2015) CONTROL SHEET Version Date Status A February

More information

Cable-Stayed Bridge Uses New Post-Tensioning System

Cable-Stayed Bridge Uses New Post-Tensioning System Stretching over the Ohio River Cable-Stayed Bridge Uses New Post-Tensioning System By William B. Caroland, PE, and Jorge M. Suarez, PE Located approximately 2.8 miles downstream from the suspension bridge

More information

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete

More information

Baton Rouge Foundation Repair

Baton Rouge Foundation Repair Baton Rouge Foundation Repair 13822 Florida Blvd Bldg 3 Baton Rouge, LA 70819 Baton Rouge Foundation Repair offers services to correct the settlement of both Slab foundations and Pier & Beam foundations

More information

What is Seismic Retrofitting?

What is Seismic Retrofitting? What is Seismic Retrofitting? SEISMIC RETROFITTING A Seismic Retrofit provides existing structures with more resistance to seismic activity due to earthquakes. In buildings, this process typically includes

More information

Peace River Project Water Use Plan

Peace River Project Water Use Plan Peace River Project Water Use Plan Boat Ramp Hudsons Hope Reference: GMSWORKS-51 Dinosaur Boat Ramp Replacement Project Study Period: Sep 4, 2012 Jun 28, 2013 Christine Boehringer, MBA, PMP Project Manager

More information

STANDARD OPEN PATIO COVER

STANDARD OPEN PATIO COVER STANDARD OPEN PATIO COVER BUILDING & SAFETY DIVISION 201 E. LA HABRA BLVD. LA HABRA, CA 90631 62-90-9710 Call Before You Dig 1-800-227-2600 PLEASE NOTE: This information Bulletin is made available to assist

More information

Ross River Suspension Bridge Ross River, Yukon. Life Cycle Cost Analysis

Ross River Suspension Bridge Ross River, Yukon. Life Cycle Cost Analysis DNA project managers planners architects engineers David Nairne + Associates Ltd Suite 250 171 W Esplanade North Vancouver British Columbia Canada V7M 3J9 T 604 984 3503 F 604 984 0627 E dna@ davidnairne.com

More information

Informational Workshop Public Meeting Kanawha Falls Bridge Project

Informational Workshop Public Meeting Kanawha Falls Bridge Project Informational Workshop Public Meeting Kanawha Falls Project WV Department of Transportation Division of Highways in Cooperation with the Federal Highway Administration State Project S310-13-0.02 00 Federal

More information

Analysis II Façade Redesign: Architectural Precast Panels

Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Overview: This analysis covers the comparison of the current EIFS façade and my proposed

More information

Project : CONSTRUCTION OF BUILDING(including electrical and plumbing works) FOR NATIONAL CENTRE FOR SUSTAINABLE COASTAL MANAGEMENT,CHENNAI

Project : CONSTRUCTION OF BUILDING(including electrical and plumbing works) FOR NATIONAL CENTRE FOR SUSTAINABLE COASTAL MANAGEMENT,CHENNAI Project : CONSTRUCTION OF BUILDING(including electrical and plumbing works) FOR NATIONAL CENTRE FOR SUSTAINABLE COASTAL MANAGEMENT,CHENNAI TENDER CLARIFICATIONS- no 3 dated 3rd Oct 13 issued in response

More information

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL Prepared for: Public Works and Government Services Canada Parliamentary Precinct Branch Prepared by: Halsall Associates 210 Gladstone

More information

TARIFF CODE and updates standard

TARIFF CODE and updates standard TARIFF CODE and updates standard No HS CODE AHTN CODE PRODUCT DESCRIPTION PRODUCT TYPE STANDARDS IDENTIFIED 7207 Semi finished products of iron or non alloy steel Containing by weight less than 0.25% of

More information

Quality and the Bridge Engineer

Quality and the Bridge Engineer Quality and the Bridge Engineer Shane R. Beabes, P.E. Rio-Antirio Bridge in Greece Joint ASHE / SEI General Meeting September 16, 2014 Introduction Agenda Quality Management System Client Requirements

More information

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA

REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA 1 REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA Verners Straupe, M.sc.eng., Rudolfs Gruberts, dipl. eng. JS Celuprojekts, Murjanu St. 7a, Riga, LV 1024, Latvia e-mail:

More information

SECTION 9.02 BUILDING SUBSURFACE DRAINS (PERIMETER, ETC.)

SECTION 9.02 BUILDING SUBSURFACE DRAINS (PERIMETER, ETC.) CHAPTER 9 SEWER / STORM DRAIN / IRRIGATION LINES SECTION 9.01 GENERAL This section covers the requirements for piping materials and installation of Lehi City sewer, storm drainage and irrigation collection

More information