TENDER NO TABULATION OF TENDERS INFRASTRUCTURE AND TRANSPORTATION SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL

TABULATION OF TENDERS

SECTION 1: Bridge Construction (Structure) ste) ROAD NO: 75 SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M. D. Steele Construction Ltd. 6,878,000.00 6,878,000.00 Gateway Construction & Engineering

Average Bid Prices for Awarded Contracts Page 1 State Aid Projects Not Included 1/1/2016 to 12/31/2016

Average Bid Prices for Awarded s Page 1 Number Description Units Quantity Dollars (000S) Average Price 2011 2011601/00003 CONSTRUCTION SURVEYING LS 28.00 1241.85 $44,351.96 28 2011 2011601/00010 VIBRATION

20217 CLEAR STONE TON $14.20 $5, $ $ $ %

ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON

20217 CLEAR STONE TON $14.20 $5, $ $ $ %

ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON

DESIGN BULLETIN No. 39/2006 (Revised June 2007) June 2007 Amendment to Design Bulletin #39/2006

Design Bulletin 39 - Revised Tender Submission Requirements DESIGN BULLETIN No. 39/2006 (Revised June 2007) TENDER SUBMISSION REQUIREMENTS June 2007 Amendment to Design Bulletin #39/2006 This amendment

Materials. Use materials meeting the following.

208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting

New Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS

PAGE : 421-1 CONTRACT TIME : 12/15/12 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 100% STATE MAINTENANCE ROADWAY REPAIR CONTRACT CENTRAL, CONTRACT NO. C204, DP 11421 ROUTES US 1 NB & SB, 18 NB

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 10 COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:

27,403.21 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 92 3.00 CONTRACT ID: 014011044 PROJECT: NH 1702(546) CONTRACT: 07173217 AWARD : $4,567,928.75 PROJECTED : $4,985,095.63 ADJ. PROJECTED : $5,012,498.84

Addendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address

CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.com Date: 11/6/17 RFB No: 2017-066 Commodity: Sidewalk Improvement Plans Closing

Culvert and Pipe Phasing

Culvert and Pipe Phasing Barney Blackburn, PE, CPESC, CPSWQ NCDOT Roadside Environmental Unit Soil & Water Engineering Section Supervisor NCDOT Culvert Phasing Process Hydraulics Unit: Culvert Survey Report

10701 TRAFFIC CONTROL 1.00 LUMP SUM $4, $4, $ $4, $4, %

ACCOUNT NO. 10154-403-172 ACCOUNT NO. 10154-403-174 ACCOUNT NO. 11712-84-174-84600 ACCOUNT NO. 10154-403-172 10701 TRAFFIC CONTROL 1.00 LUMP SUM $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00

Selected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University

Selected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University The BMP worked fine until last week when it rained! Turbidity Best Management Practices

Agenda. INDOT Office of Environmental Services. Describe Results of FHWA QAR. Landscape and Waterway Permitting Unit. Interviews Site Inspections

Nathan Saxe Administrator, Ecology and Waterway Permitting Section Back to Basics: Erosion and Sediment Control FHWA INDOT Quality Assurance Review (QAR) Results 1 Agenda INDOT Office of Environmental

Appendix C Benchmarking Cost Estimates

REPORT Appendix C Benchmarking Cost Estimates C-1 Table C-1 Permits, Notifications & Location Services Notes: Costs associated with delays in construction have not been included in this estimate OneCall

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 309 COUNTY: 12/06/2017 ESTIMATE PAID: AWARD DATE: 12/14/2017 ESTIMATE PERIOD:

0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 102 CONTRACT ID: 057401029 : BR 2018(319) CONTRACT: 12173211 AWARD : $2,595,950.00 ED : $2,833,949.00 ADJ. ED : $2,833,949.00 CONTRACT: CONTRACTOR:

Mar 1, 2018 LAB MANUAL INDEX 1. Table of Contents Laboratory Testing Methods Reducing Aggregate Field Samples to Testing Size (Ver.

Mar 1, 2018 LAB MANUAL INDEX 1 Table of Contents Laboratory Testing Methods 1000 Standard Practices (Ver. Sep 23, 2014) 1001 Receiving and Identifying Samples (Ver. Mar 1, 2018) 1002 Reducing Aggregate

U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate

Print Date Tue 29 December 2015 Eff. Date 10/1/2015 U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate Time 13:18:11 Title Page Estimated by AECOM

Early Exploration Permit Activity Information

Early Exploration Permit Activity Information Activities That Require an Early Exploration Permit: Line cutting that is a width greater than 1.5 metres Mechanized stripping of a total surface area of greater

Outline. Introduction. Introduction Accident Damage. Introduction Act of God Damage NATIONAL HIGH PERFORMANCE CONCRETE FOLLOW UP SURVEY RESULTS BY:

BY: NATIONAL FOLLOW UP SURVEY RESULTS Louis N. Triandafilou, P.E. FHWA Resource Center Baltimore Senior Structural Engineer CLAUDE S. NAPIER, Jr., P.E. FHWA Virginia Division Bridge Engineer Outline HPC

**Temporary Erosion Control**

Construction operations And methods **Temporary Erosion Control** The test will more than likely just have a basic word problem dealing with Erosion control, if it has anything on the test. So just review,

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 03/06/2018 ESTIMATE PAID: AWARD DATE: 03/29/2018 ESTIMATE PERIOD: 00/00/0000 % TIME USED:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 83 CONTRACT ID: 003917196 PROJECT: BR 2018(635) CONTRACT: 03183013 AWARD : $1,104,702.01 PROJECTED : $1,131,702.01 ADJ. PROJECTED : $1,131,702.01 CONTRACT:

Project T Dinkel Construction II, LLC. Construction. Brian Thompson Karl Brewer Chuck Cool Armando Tinajero Joshua Mattox

Compare Responses Event #: 1702 Status: Pending award Event Name: Curb Replacement Project T 841046.05 Number Of s: 7 Fit Excavating Quality Built Construction Dinkel Construction II, LLC Concrete Solutions,LLC

Internal C Unit Dilatanc y

2 Grimsby Sub was not at any time definitively established. The preliminary analysis provided by Thurber Engineering Ltd indicates the slope should be stable with a factor of safety of 1.23 for a deep

3 DESCRIPTION OF THE PROPOSED DEVELOPMENT

3 DESCRIPTION OF THE PROPOSED DEVELOPMENT As described in Chapter 2, the Preferred Option for the Bandon River (Bandon) Drainage Scheme comprises a combination of flood defences and dredging. The proposed

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 HIGHWAY: FM 462 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:

304,734.52 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 299 107.00 CONTRACT ID: 084801039 PROJECT: STP 2012(035) CONTRACT: 09113222 AWARD : $2,072,108.71 PROJECTED : $2,084,109.71 ADJ. PROJECTED

The results of KCB s site inspection observations and our recommendations for further work are presented herein.

July 14, 2015 Central Region 401, 4902 51 Street Red Deer, Alberta T4N 6K8 Mr. Tony Penney, P.Eng. Construction Engineer Dear Mr. Penney: June 25, 2015 Site Inspection Report The above site was visited

Department of Civil Engineering

UNDERGRADUATE COURSE DESCRIPTIONS Constructional Drawing and Technical Mapping 2 Cr. Introduction to the concept of engineering drawing, orthographic drawing sketching, sections and conventions. Pictorial

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 4

Erosion and Sediment Control Measures 2.7 Silt Fences

Erosion and Sediment Control Measures Silt fences are designed to intercept sheet flow sediment laden stormwater run-off and filter out both the larger and smaller particles of sediment. Silt fences and

A Fundamental Approach for an Investigation of Behavior Characteristics of the Vegetation Structures Using Seeded Sandbags

A Fundamental Approach for an Investigation of Behavior Characteristics of the Vegetation Structures Using Seeded Sandbags H. T. Kim & S. D. Yoo Dept. of Civil Engineering, Hongik University, Seoul, Korea.

1. PROJECT BACKGROUND. July 18, Alberta Infrastructure & Transportation Central Region #401, Street Red Deer, Alberta T4N 6K8

July 18, 2005 Alberta Infrastructure & Transportation Central Region #401, 4902 51 Street Red Deer, Alberta T4N 6K8 Mr. Alain Momedi, P.Eng. Project Engineer Dear Mr. Momedi: H11:04 km 11.1 Erosion along

ROCK EXCAVATION (GRADING) OPSS 206 INDEX

206-2 - OPSS 206 INDEX 206-2.1 GENERAL 206-2.1.1 Classification of Rock Materials 206-2.1.2 Tender Items 206-2.1.3 Other Excavation Tender Items 206-2.1.4 Specifications 206-2.1.5 Special Provisions 206-2.1.6

Exhibit "A" Date: 1/27/2011

Exhibit "A" Date: 1/27/2011 To: Bentley Communities Contact: Doug Knox Address: 1595 Paoli Pike Phone: 610-430-3700 West Chester, PA 19380 Fax: 610-430-3228 Project Name: Culbertson Village (Eastern Quadrent)(Phase

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 HIGHWAY: US 82 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:

3,525.14 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 28 CONTRACT ID: 004604060 PROJECT: NH 1502(056) CONTRACT: 04153051 AWARD : $407,780.13 PROJECTED : $411,881.13 ADJ. PROJECTED : $415,406.27

Best Management Practices for Coldwater Fisheries Enhancement and Restoration

Best Management Practices for Coldwater Fisheries Enhancement and Restoration MACC Annual Environmental Conference 2017 March 3, 2017 Tim Dexter, MassDOT Highway Division 1 Leading the Nation in Transportation

Tom Blackman Project Lead. Mékell Mikell Communications Representative

Sediment Cleanup Middle River Complex, 2016-17 Season 1 Project Photo Tour Updated November 15, 2016 Tom Blackman Project Lead Mékell Mikell Communications Representative 1 Sediment Cleanup - Season 1

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES

Page 1 of 5 NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES 1. GENERAL Install, maintain and remove appropriate Temporary Best Management

< < >>>>>> Elastomer Solutions for Industrial Projects <<<<<<

< < < Elastomer Solutions for Industrial Projects

CONTRACTOR'S ESTIMATE PACKAGE

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/18-12.00 90 CONTRACT ID: 090922173 PROJECT: STP 2017(464)HES CONTRACT: 03173039 AWARD : $372,720.55 PROJECTED : $390,152.55 ADJ. PROJECTED : $390,152.55

Coarse Sediment Traps

Coarse Sediment Traps SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils [2] Type 3 System Supplementary Trap Dispersive Soils [1] Though primarily

Designed by. Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days

Independent Government Estimate Updated 6/22/18 Title Page Estimated by NAVFAC Cost Designed by Prepared by NAVFAC Cost Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 HIGHWAY: RM 2721 COUNTY: 09/07/2012 ESTIMATE PAID: AWARD DATE: 09/27/2012 ESTIMATE PERIOD:

-58,265.40 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 517-7.00 8 CONTRACT ID: 271901008 PROJECT: STP 2013(029)HES CONTRACT: 09123212 AWARD AMOUNT: $2,899,581.31 PROJECTED AMOUNT: $2,928,572.31

Preferred practice on semi-integral abutment layout falls in the following order:

GENERAL INFORMATION: This section of the chapter establishes the practices and requirements necessary for the design and detailing of semi-integral abutments. For general requirements and guidelines on

Fast and Furious Rebuilding and Widening the I-90 West Corridor

Fast and Furious Rebuilding and Widening the I-90 West Corridor Peter Foernssler, P.E., S.E. Deputy Chief, Illinois Tollway Marty Ross, P.E. Design Corridor Manager, TranSystems Jason Wenberg, P.E. Construction

Underlayment. bonded impact sound insulation

Schlüter -DITRA-SOUND Underlayment 6.3 bonded impact sound insulation Product data sheet Application and Function Schlüter -DITRA-SOUND is a bonded impact sound insulation for tile coverings, made of a

BUILDING HOME CONSTRUCTION

1 Area Items: DECK # 1 CONST-COMPANY Proposed DECK # 1 DESCRIPTION QNTY REMOVE REPLACE TOTAL 1. Stair stringer - Labor only 96.00 LF 0.00 4.47 429.12 2. Stair riser - Labor only 28.00 EA 0.00 12.56 351.68

Evaluation of Geotechnical Hazards

Evaluation of Geotechnical Hazards by Geoffrey R. Martin Appendix B: Evaluation of Geotechnical Hazards Describes Evaluation Procedures Soil Liquefaction Soil Settlement Surface Fault Rupture Flooding

February 22, 2016 AG File No

Ainley Graham & Associates Limited 1-50 Grant Timmins Drive, Kingston, Ontario, K7M 8N2 Tel: (343) 266-0002 Fax: (343) 266-0028 E-mail Kingston@ainleygroup.com February 22, 2016 AG File No. 15062-1 Ministry

Franklin County Engineer's Office - Highway Design Dublin Road And Fishinger Road Improvements Rebid Bid Tabulation

2/20/2015 Page 1 of 16 Strawser Paving Co., Inc. Double Z Construction Co Decker Construction Company Shelly & Sands, Inc. 1595 Frank Road 2550 Harrison Road 3040 McKinley Avenue P.O.Box 2469 Columbus,

Underpinning of York Minster

Underpinning of York Minster La Reprise en Sous-oeuvre des Fondations de la Cath6drale d'york J.A. LORD Project Director, Ove Arup & Partners, London, United Kingdom S Y N O P S I S F o l l o w i n g a

REQUEST FOR PROPOSALS

REQUEST FOR PROPOSALS STRUCTURAL ENGINEERING FIRM TO PERFORM A STRUCTURAL EVALUATION OF THE MARKET STREET PARKADE FACILITY REFERENCE RFP 14-148 Addendum Issued: August 22, 2014 ADDENDUM No. 2 Page 1 of

MONTHLY PROGRESS REPORT FOR THE MONTH OF APRIL ( SEC - A & SEC - B) Specifica tions

Client Independent Engineer Concessionaire EPC Contractor Sub Contractor Sl No. 1 EARTH WORK : OGL : NATIONAL HIGHWAYS AUTHORITY OF INDIA : CDM SMITH Inc JV with WILBUR SMITH ASSOCIATES Pvt Ltd. : HK TOLL

U-Shaped Sediment Traps

U-Shaped Sediment Traps SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System Concentrated Flow Clayey Soils [1] Type 3 System Supplementary Trap Dispersive Soils [1] Generally

NHBRA SOIL LABORATORY SECTION INTERIM REVISED TEST RATES FOR THE MATERIALS LABORATORY

NHBRA SOIL LABORATORY SECTION INTERIM REVISED TEST RATES FOR THE MATERIALS LABORATORY DATE OF REVISION: ) 10th October 2010 S/N TEST DESCRIPTION UNIT RATE REMARKS 1 Sieve Analysis (wet and dry methods

Stone Outlet Sediment Trap

3.12 Sediment Control Description: A stone outlet sediment trap is a small detention area formed by placing a stone embankment with an integral stone filter outlet across a drainage swale for the purpose

Design of a Balanced-Cantilever Bridge

Design of a Balanced-Cantilever Bridge CL (Bridge is symmetric about CL) 0.8 L 0.2 L 0.6 L 0.2 L 0.8 L L = 80 ft Bridge Span = 2.6 L = 2.6 80 = 208 Bridge Width = 30 No. of girders = 6, Width of each girder

Water Street over Eel Pond Channel Falmouth Massachusetts Jeffrey D. Keyt, PE Parsons

Jeffrey D. Keyt, PE Description The existing bridge carried. Eel pond Channel is the inlet from Great Harbor and Vineyard Sound to Eel Pond. Water Street has two 12 foot lanes for highway traffic in both

SHEET PILE WALLS. Mehdi Mokhberi Islamic Azad University

SHEET PILE WALLS Mehdi Mokhberi Islamic Azad University Lateral Support In geotechnical engineering, it is often necessary to prevent lateral soil movements. Tie rod Anchor Sheet pile Cantilever retaining

City of Forest Hills Profit & Loss for the month and Fiscal Year October 2015

Profit & Loss for the month and Fiscal Year Oct 15 Jul - Oct 15 Ordinary Income/Expense Income 31900- Other Taxes 31910- Franchise Taxes 6,407.61 21,517.61 Total 31900- Other Taxes 6,407.61 21,517.61 31600

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: FM 532 COUNTY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:

29,097.60 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 126 CONTRACT ID: 100703021 PROJECT: STP 2016(509) CONTRACT: 02163245 AWARD : 2,844,207.34 PROJECTED : 2,915,909.34 ADJ. PROJECTED : 2,945,006.94

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-5 LECTURE-

12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC

PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE

Sediment Trap. A temporary runoff containment area, which promotes sedimentation prior to discharge of the runoff through a stabilized spillway.

Sediment Trap SC-15 Source: Caltrans Construction Site Best Management Practices Manual, 2003. Description A temporary runoff containment area, which promotes sedimentation prior to discharge of the runoff

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 06/06/2018 ESTIMATE PAID: AWARD DATE: 06/28/2018 ESTIMATE PERIOD:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 147 CONTRACT ID: 632428001 PROJECT: RMC - 632428001 CONTRACT: 06184221 AWARD AMOUNT: $359,81 PROJECTED AMOUNT: $359,818.00 ADJ. PROJECTED AMOUNT: $359,818.00

Safety Concepts and Calibration of Partial Factors in European and North American Codes of Practice

Safety Concepts and Calibration of Partial Factors in European and North American Codes of Practice The Dutch approach on Geotechnical Design by Eurocode 7 Adriaan van Seters Hein Jansen Fugro GeoServices

City of Forest Hills Profit & Loss for the month and Fiscal Year May 2016

Profit & Loss for the month and Fiscal Year May 16 Jul '15 - May 16 Ordinary Income/Expense Income 31900- Other Taxes 31910- Franchise Taxes 18,106.78 121,422.86 Total 31900- Other Taxes 18,106.78 121,422.86

Special edition paper

Development of New Aseismatic Structure Using Escalators Kazunori Sasaki* Atsushi Hayashi* Hajime Yoshida** Toru Masuda* Aseismatic reinforcement work is often carried out in parallel with improvement

STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1. DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT

STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1 DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT Prepared by: PAULUS, SOKOLOWSKI & SARTOR STORMWATER MANAGEMENT 1. Methodology

KDOT Geotechnical Manual Edition. Table of Contents

KDOT Geotechnical Manual 2007 Edition The KDOT Geotechnical Manual is available two volumes. Both volumes are very large electronic (pdf) files which may take several minutes to download. The table of

Countermeasure Calculations and Design

Countermeasure Calculations and Design Summarized from Bridge Scour and Stream Instability Countermeasures, Experience, Selection, and Design Guidance, Second Edition, Publication No. FHWA NHI 01-003,

AB Engineering Manual

AB Engineering Manual Allan Block Retaining Walls FOREWORD This manual presents the techniques used by Allan Block in our engineering practice to design retaining walls. It is not intended as a textbook

Updated Subsurface Investigation Block A Heritage Hills Development 124 Battersea Crescent Ottawa, Ontario

Updated Subsurface Investigation Block A Heritage Hills Development 124 Battersea Crescent Ottawa, Ontario Submitted to: Brigil Homes 98 rue Lois Gatineau, Quebec J8Y 3R7 Updated Subsurface Investigation

MATERIAL MODELS FOR CRUMB RUBBER AND TDA. California State University, Chico

MATERIAL MODELS FOR CRUMB RUBBER AND TDA California State University, Chico Waste Tire Products for CE Applications Whole Tires Tire Shreds (TDA) Crumb Rubber/Tire Buffings Whole Tires TIRE DERIVED AGGREGATE

ALUMINUM STRUCTURAL PLATE HEADWALLS AASHTO LRFD BASIS OF DESIGN

ALUMINUM STRUCTURAL PLATE EADWALLS AASTO LRFD BASIS OF DESIGN LANE ENTERPRISES, INC. www.lane-enterprises.com Required Backfill and Load Cases: ALUMINUM STRUCTURAL PLATE EADWALLS BASIS OF DESIGN Backfill

@Copyright 2016 SKAPS Industries.

SKAPS INDUSTRIES 571 Industrial Pkwy, Commerce, GA 30529 Phone: (706) 336 7000 Fax: (706) 336 7007 E Mail: contact@skaps.com SKAPS GEOCOMPOSITE DROP IN SPECIFICATIONS @Copyright 2016 SKAPS Industries www.skaps.com

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 HIGHWAY: US 83 COUNTY: 12/02/2014 ESTIMATE PAID: AWARD DATE: 12/18/2014 ESTIMATE PERIOD:

295,531.64 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 393-153.00 CONTRACT ID: 003605033 PROJECT: STP 2015(350) CONTRACT: 12143021 AWARD : $6,989,144.86 PROJECTED : $6,989,144.86 ADJ. PROJECTED

Roadway Grade = m, amsl HWM = Roadway grade dictates elevation of superstructure and not minimum free board requirement.

Example on Design of Slab Bridge Design Data and Specifications Chapter 5 SUPERSTRUCTURES Superstructure consists of 10m slab, 36m box girder and 10m T-girder all simply supported. Only the design of Slab

Local Conditions-NE Minnesota

Local Conditions-NE Minnesota Identifying Regional Stormwater Challenges Selecting BMPs for our area Experience & observations from MNDOT & MPCA BMPs that work / don t work in NE Minnesota Local Conditions-NE

Use of Launched Soil Nails to Stabilize Landslides in Summit County, Ohio

Use of Launched Soil Nails to Stabilize Landslides in Summit County, Ohio Mitchell W. Weber, P.G. Gannett Fleming Engineers & Architects, P.C. Greg Bachman, P.E., P.S. County of Summit Engineer Robert

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: FM 373 COUNTY: 05/02/2018 ESTIMATE PAID: AWARD DATE: 05/24/2018 ESTIMATE PERIOD:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 22 CONTRACT ID: 082301029 PROJECT: STP 2018(824) CONTRACT: 05183218 AWARD : $2,899,372.26 PROJECTED : $2,911,372.26 ADJ. PROJECTED : $2,911,372.26 CONTRACT:

Geosynthetics Applications and Performance Reviews Select Case Histories

Geosynthetics Applications and Performance Reviews Select Case Histories Debora J. Miller, Ph.D., P.E.; Dean B. Durkee,, Ph.D., P.E.; Michael A. Morrison, P.E., David B. Wilson, P.E., and Kevin Smith,

TABLE OF CONTENTS SECTION TITLE PAGE 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3

TABLE OF CONTENTS SECTION TITLE PAGE 1 INTRODUCTION 1 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3 3 ANALYSIS METHODS OF SEISMICALLY ISOLATED BRIDGES 5 3.1 Introduction 5 3.2 Loadings for the Analysis

December 11, 2006 File:

December 11, 2006 File: 15-85-38 Alberta Infrastructure and Transportation Room 301, Provincial Building 9621-96 Avenue Peace River, Alberta T8S 1T4 Attention: Mr. Ed Szmata PEACE REGION (SWAN HILLS AREA)

Type approval granted by the Finnish Ministry of the Environment

RR Piling Manual 2 Type approval granted by the Finnish Ministry of the Environment 2..02. RR Piling Manual 1. General This manual deals with impact-driven RR piles. It is an abridgement of the RR Piling

What Is Water Erosion? Aren t they the same thing? What Is Sediment? What Is Sedimentation? How can Sediment Yields be Minimized?

Jerald S. Fifield, Ph.D. CISEC HydroDynamics Incorporated Parker, CO 303-841-0377 Aren t they the same thing? What Is Sediment? Soil particles deposited or suspended in water or air The process of depositing

Geotechnical Engineering Report

Geotechnical Engineering Report Turner Turnpike Widening Polecat Creek Bridge (Bridge A) June 1, 2016 Terracon Project No. 04155197 Prepared for: Garver, LLC Prepared by: Terracon Consultants, Inc. TABLE

Design and Construction

Design and Construction Stream Simulation With power point slides shamelessly stolen from: Forest Service AOP Training Course Bob Gubernick Paul Anderson John Kattell USDA Forest Service Interim Directive

Physics 5B PRACTICE MIDTERM EXAM I-B Winter 2009

Physics 5B PRACTICE MIDTERM EXAM I-B Winter 2009 PART I: Multiple choice questions Only one of the choices given is the correct answer. No explanation for your choice is required. Each multiple choice

APPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION

APPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION This Appendix presents design criteria and example calculations for the following temporary water quality BMPs for use

Prepared for. Mr. Denis A. Verdon 445, Wilson Road Rockland, Ontario K4K 1K7

GEOTECHNICAL INVESTIGATION Proposed Verdon Subdivision Part of Lot 16, Concession I (Old Survey) Geographic Township of Clarence Now City of Clarence-Rockland Prepared for Mr. Denis A. Verdon 445, Wilson

MIGRATION PROBABILITY MATRIX FOR BRIDGE ELEMENT DETERIORATION MODELS

Paul D. Thompson 0 0 MIGRATION PROBABILITY MATRIX FOR BRIDGE ELEMENT DETERIORATION MODELS Paul D. Thompson Consultant 0 NE th Place, Bellevue, WA 00 USA Tel: --; Fax: --; Email: pdt@pdth.com Word count:,

TYPE YEAR PROJECT NO. SHEET NO. 4-203.02 D. TRANS ITIONAL MATERIALS TENNESSEE D.O.T. DESIGN DIVISION FILE NO. REPRESENTATIVE OF STATION 14+75 TO STATION 19+00 THIS MATERIAL IS THAT MATERIAL COMPRISED OF

Site Investigation and Landfill Construction I

Site Investigation and Landfill Construction I Gernot Döberl Vienna University of Technology Institute for Water Quality, Resources and Waste Management Contents Site Investigation Base Liners Base Drainage

Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results

Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results of the research. The presentation is regarded as fully

CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM

SITE NUMBER AND NAME C55 H861:02 Slide LEGAL DESCRIPTION NW 14-40-14-W4 CENTRAL REGION GEOHAZARDS RISK ASSESSMENT SITE INSPECTION FORM HIGHWAY & KM NAD 83 COORDINATES N 5811217 E 437291 PREVIOUS INSPECTION

Transcendent foundation solutions

Spirit of Krebs Ovesen Session - Challenges in geotechnical engineering XIV ECSMGE Transcendent foundation solutions Jørgen S. Steenfelt, COWI, Denmark 1 Spirit of Krebs Ovesen Session - Challenges in

Closure of Remote Historic Underground Mines in Desert Environments

Closure of Remote Historic Underground Mines in Desert Environments James A. Cremeens Agapito Associates, Inc. Michael H. Rauschkolb U.S. Borax, Inc. 2002 SME Annual Meeting and Exhibit Geotechnical solutions

S E A L E D F L A T E X P A N S I O N J O I N T T A P E S

Uniclass CI/SfB L554 Z R E D L I N E & F L A M L I N E S E A L E D F L A T E X P A N S I O N J O I N T T A P E S R E D L I N E & F L A M L I N E S E A L E D F L AT E X PA N S I O N J O I N T S ROOF-PRO

Schedule C By-Law Snow and Ice Control Services - Project Specifications for Various Parking Lots

SNOW AND ICE CONTROL SERVICES - (4) SEPARATE DEPARTMENTS SCHEDULE C REQUEST FOR PROPOSAL 2244 Schedule C By-Law Snow and Ice Control Services - Project Specifications for Various Parking Lots 1.0 General

V S L C O N S T R U C T I O N S Y S T E M S

V S L C O N S T R U C T I O N S Y S T E M S D E S I G N C O N S T R U C T I O N E N G I N E E R I N G S U P P LY I N S TA L L AT I O N C O N T A C T S V S L P R E S T R E S S I N G ( A U S T ) P T Y LT