SPECIFICATIONS. INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP)

Size: px
Start display at page:

Download "SPECIFICATIONS. INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP)"

Transcription

1 SPECIFICATIONS INTERLOCKING CONCRETE POROUS PAVING UNITS or Permeable Interlocking Concrete Pavers (PICP) Part 1 General 1.1 CONFORMITY Conforms to the requirements of the general conditions of the contract. 1.2 SECTION INCLUDES.1 Porous concrete paving units.2 Aggregate setting bed.3 Infiltration opening filler aggregate.4 Edge restraint and accessory items as required by the contract 1.3 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS.1 Excavation and preparation of subgrade.2 Aggregate base course.3 Geotextile fabrics 1.4 DELIVERY, STORAGE AND HANDLING Part 2 Materials Deliver Interlocking concrete porous pavers to the site in steel banded, plastic banded, or plastic wrapped cubes capable of transfer by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product. 2.1 SOLID CONCRETE INTERLOCKING POROUS PAVING STONES: ASTM DESIGNATION C Paving stones shall be: SHAPE DIMENSION THICKNESS COLOR As manufactured by Interlock Paving Systems. Inc., 802 W. Pembroke Avenue, Hampton, VA (757) or (VA & NC). -P 1-

2 2.1.1 Cementitious Materials Portland Cements shall conform to ASTM Specifications C Open graded coarse aggregates shall conform to VDOT #8 or ASTM C-33 #8 (approximately 42% voids) Other Constituents Color pigments, air-entraining agents, integral water repellents, finely ground silica, etc., shall conform to ASTM standards where applicable, or shall be previously established as suitable for use in concrete Physical Requirements.1 Compressive Strength-At the time of delivery to the work site, the average compressive strength shall not be less than 8,000 psi with no individual unit strength less than 7,200 psi with testing procedures in accordance with ASTM Standard C Absorption-The average absorption shall not be greater than five percent (5%) with no individual unit absorption greater than seven percent (7%)..3 Resistance to Freezing and Thawing to be in accordance with section 8 of Method C Visual Inspection.1 All units shall be sound and free of defects that would interfere with the proper placing of the unit or impair the strength or permanence of the construction. Minor cracks incidental to the usual methods of manufacture, or minor chipping resulting from customary methods of handling in shipment and delivery, shall not be deemed grounds for rejection Sampling and Testing.1 The purchaser or his authorized representative shall be accorded proper facilities to inspect and sample the units at the place of manufacture from lots ready for delivery..2 Sample and test units in accordance with ASTM Method C Rejection.1 In case the shipment fails to conform to the specified requirements, the manufacturer may sort it, and new test units shall be selected at random by the purchaser from the retained lot and tested at the expense of the manufacturer. In case the second set of test units fails to conform to the specified requirements, the entire lot shall be rejected. -P 2-

3 2.1.8 Expense of Tests The expense of inspection and testing shall be borne by the purchaser unless otherwise agreed Submittals.1 Submit shop or product drawing and product data..2 Submit samples of Interlocking porous paving stones to indicate color and shape selections..3 Submit sieve analysis and certificate of compliance for grading of bedding aggregate..4 Submit test results for compliance of paving unit requirements from an independent testing laboratory in accordance with ASTM C Certificate of compliance and sieve analysis for gradation of porous opening filler aggregate, to VDOT #8 or ASTM C-33 #8 (approximately 42% voids) Site Sample Panel Install a 3 ft. x 3 ft. (1m X 1m) paver area as described in Section 3. This area will be used to determine pattern(s), method of installation and grid opening infill. This shall be the standard from which the work will be judges Environmental Conditions.1 Do not install sand or pavers during heavy rain or snowfall..2 Do not install on frozen materials. 2.2 AGGREGATE BEDDING COURSE Bedding aggregate shall be clean, open graded material suited to meeting VDOT #8 or ASTM C-33 #8 (approximately 42% voids) Sieve Size The bedding aggregate gradation shall conform to: % Passing VDOT #8 % Passing ASTM 8 1/ /8 92 +/ #4 25 +/ #8 Max #16 Max P 3-

4 2.3 EDGE RESTRAINT All edges of the installed paving stones shall be restrained with edge material designed to retain sand setting bed. The type of edge restraint shall be approved at locations as noted on the plans The edge restraint may be: 3.0 EXECUTION.1 Poured in place concrete curbs, combination curb and gutter or sidewalks..2 Plastic edging selected specifically for light duty or industrial applications and anchored firmly into the compacted aggregate base course with galvanized metal pins 3/8 (10 mm) diameter, ( mm) long..3 Aluminum or steel edging with smooth face on paver side of installation stakes or pins joined to the edging should be on the outside. Stakes should extend completely into the base material. Specification should require light duty or industrial application..4 Pressure treated lumber staked to the outside or center dowled. Filter cloth at all joints to prevent sand migration..5 Sawed asphalt or other suitable methods that prohibit paving stone movement and provide sad setting bed retention. Installer Qualification Engage an installer who has successfully completed within the last 5 years at least 5 unit paver applications similar in type and size to that of this project and who will assign mechanics from these earlier applications to this project, of which one will serve as lead mechanic. Installer shall provide certification of experience and current contractors and business license in the state where work is performed. 3.1 PREPARATION OF THE BASE COURSE A suitable base must be prepared as detailed in other sections of the project specifications The base course shall be shaped to grade and cross section with an allowable tolerance of 1/2 (15 mm) in ten feet when tested with a straight edge. Areas which fail shall be scarified, material added if required, regarded and compacted to specified tolerances The compacted base shall be 3-7/8 to 4-1/2 (115 mm to 140 mm) below final grade for 3-1/8 (8 cm) pavers. Base should be designed similar to an equivalent thickness of asphalt. -P 4-

5 3.2 CONSTRUCTION OF THE AGGREGATE BEDDING COURSE The finished base course shall be approved before the placement of the sand bedding course The aggregate bedding course shall be spread evenly over the area to be paved and the screeded to a level that will produce 1 to 1-1/2 (25 mm-40 mm) thickness when compacted by vibratory plate compactor or roller capable of 3,000-5,000 lbs. compaction force. The compaction shall continue until the open graded aggregate base is fully choked and stabilized. Normally, it is good practice to have finished elevation of concrete porous paving units slightly higher than adjacent curb, gutters, other paving, to allow for any minor settling that may occur within the base Once screeded, leveled and compacted to the desired elevation, this aggregate bedding course shall not be disturbed in any way. 3.3 INSTALLATION OF INTERLOCKING CONCRETE POROUS PAVING STONES OR CONCRETE GRID PAVING UNITS The paving stones shall be installed in the approved pattern as noted or shown on drawings. Ensure porous pavers are free from foreign materials before installation Interlocking concrete porous paving stones shall be installed in the desired pattern. For maximum performance, joint spacing of 1/16 (1.5 mm) must be maintained Upon completion of work covered in this section the contractor shall clean up all work areas by removing all debris, surplus material and equipment from the site prior to occupancy. -P 5-

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

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

SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT

SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT SECTION 02795 UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT Note: This guide specification is intended for use in the U.S. It describes construction of permeable interlocking concrete pavers on a permeable,

More information

INSTALLATION SPECIFICATIONS FOR AQUAPERM TM PAVER

INSTALLATION SPECIFICATIONS FOR AQUAPERM TM PAVER INSTALLATION SPECIFICATIONS FOR AQUAPERM TM PAVER Applicable to all AquaPerm TM Permeable Unit Paver Systems FOREWORD These outline specifications have been prepared for the general guidance of architects,

More information

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT

SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT A. The requirements for construction of permeable interlocking concrete pavement: 1. Install the interlocking

More information

40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT

40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT 40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT 40-9.01 GENERAL 40-9.01A Summary Section 40-9 includes specifications for furnishing and installing concrete pavers for permeable interlocking concrete pavement

More information

PERMEABLE INTERLOCKING CONCRETE PAVEMENT

PERMEABLE INTERLOCKING CONCRETE PAVEMENT [NOTE TO SPECIFICATION WRITER: This guide specification for the use of permeable interlocking concrete pavers for pedestrian and vehicular traffic application was developed based on the use of an open-graded

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

SECTION 02780 UNIT PAVERS. Logo Display hidden notes to specifier by using Tools / Options / View / Hidden Text.

SECTION 02780 UNIT PAVERS. Logo Display hidden notes to specifier by using Tools / Options / View / Hidden Text. SECTION 02780 UNIT PAVERS Logo Display hidden notes to specifier by using Tools / Options / View / Hidden Text. PART 1 GENERAL 1.1 SECTION INCLUDES A. Interlocking unit pavers and accessories with sand-filled

More information

Replace with: Section 3.4.1 2011-09-01 REQUEST FOR TENDER RFT 15 (2011-08) PARKING LOT 2 RESURFACING ADDENDUM # 2. - Page 1 of 2 -

Replace with: Section 3.4.1 2011-09-01 REQUEST FOR TENDER RFT 15 (2011-08) PARKING LOT 2 RESURFACING ADDENDUM # 2. - Page 1 of 2 - 2011-09-01 REQUEST FOR TENDER RFT 15 (2011-08) PARKING LOT 2 RESURFACING ADDENDUM # 2 - Page 1 of 2 - This addendum shall be incorporated into, and form part of RFT 15 (2011-08) and take precedence over

More information

SECTION 32 14 00 PERVIOUS INTERLOCKING CERAMIC PAVERS

SECTION 32 14 00 PERVIOUS INTERLOCKING CERAMIC PAVERS SECTION 32 14 00 PERVIOUS INTERLOCKING CERAMIC PAVERS Pervious interlocking pavers.doc Note: This guide specification for U.S. applications describes construction of permeable interlocking ceramic pavers

More information

GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM

GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM SECTION 32 14 13.19 AquaPave Permeable Interlocking Concrete Pavement Note: This guide specification is for the

More information

Advancements in Permeable Pavements

Advancements in Permeable Pavements Advancements in Permeable Pavements Engineers Workshop Saint Vincent College March 14 & 15 2013 Permeable Pavements There are several different words that are used to describe a pavement that water drains

More information

SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS

SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing segmental retaining wall (SRW) units to the lines and grades designated on

More information

Specification Guidelines: Allan Block Modular Retaining Wall Systems

Specification Guidelines: Allan Block Modular Retaining Wall Systems Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's

More information

DO-IT-YOURSELF PAVERS & RETAINING WALLS

DO-IT-YOURSELF PAVERS & RETAINING WALLS DO-IT-YOURSELF PAVERS & RETAINING WALLS P A V E R S STEP 1 Plan Your Project 1 Determine the outside dimensions of your project. Hint: Laying out a garden hose gives you the ability to stand back and adjust

More information

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13)

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 11/5/13) Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised ) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular blocks

More information

PICP Construction. Why PICPs The Big Picture. Key things to know about PICPs

PICP Construction. Why PICPs The Big Picture. Key things to know about PICPs PICP Construction Permeable Interlocking Concrete Pavement Presenter: Frank Gandora, President Creative Hardscape Why PICPs The Big Picture Germany was first to develop PICPs 2005 Clean Water Act Federal

More information

SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission.

SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission. SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS Prepared by Risi Stone Systems Used by permission. 1-800-UNILOCK www.unilock.com FOREWORD This outline specification has been prepared for

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

CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS

CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...

More information

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701) 55-1 GENERAL The Contractor shall perform all work required by the plans for construction of pipe for storm drains, precast polymer trench drains

More information

SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES

SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES 1. DESCRIPTION. Asphalt Waterproofing Mix (AWM) is a highly elastomeric, polymermodified, impermeable asphalt

More information

Construction Specification for Concrete Curb and Concrete Curb and Gutter

Construction Specification for Concrete Curb and Concrete Curb and Gutter Engineering & Construction Services Division Standard Specifications for Road Works TS 3.50 April 2015 for Concrete Curb and Table of Contents TS 3.50.01 SCOPE... 3 TS 3.50.02 REFERENCES... 3 TS 3.50.03

More information

Building Your Interlocking Concrete Pavement to Last a Lifetime

Building Your Interlocking Concrete Pavement to Last a Lifetime Building Your Interlocking Concrete Pavement to Last a Lifetime A Guide for Consumers Contents Building Your Interlocking Concrete Pavement to Last a Lifetime.... 3 What Does Installation Involve?....

More information

ICPI TECH SPEC NUMBER 10 Application Guide for Interlocking Concrete Pavements

ICPI TECH SPEC NUMBER 10 Application Guide for Interlocking Concrete Pavements ICPI TECH SPEC NUMBER 10 Application Guide for Interlocking Concrete Pavements This technical bulletin provides an overview of interlocking concrete pavements for a range of applicatons. The Interlocking

More information

Caltrans non-standard Special Provisions Pervious Concrete. David Akers Feb 28, 2012

Caltrans non-standard Special Provisions Pervious Concrete. David Akers Feb 28, 2012 Caltrans non-standard Special Provisions Pervious Concrete David Akers Feb 28, 2012 Section Paragraph Content 19 RSS 19-5.03B Changes title of the section 19-5.03B USAGE NOTES FOR PERVIOUS CONCRETE AND

More information

Seven. Easy Steps. Your Own Walkway, Without Mortar. or Concrete. to Installing. Driveway and Patio

Seven. Easy Steps. Your Own Walkway, Without Mortar. or Concrete. to Installing. Driveway and Patio Seven Easy Steps to Installing Your Own Walkway, Driveway and Patio Without Mortar or Concrete Brick is one of the world s oldest and most enduring building materials. Those same qualities also make it

More information

Roller-Compacted Concrete: Highway/Street Applications

Roller-Compacted Concrete: Highway/Street Applications Roller-Compacted Concrete: Highway/Street Applications 2009 Louisiana Transportation Conference Tim McConnell Portland Cement Association Definition Roller-Compacted Concrete (RCC) is a no-slump concrete

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-31 31 16.19 (February 2016) -------------------------------- Preparing Activity: NAVFAC Superseding UFGS 31 31 16.19 (August 2014) UFGS 31 31 16.20 (April 2006) UFGS

More information

Heavy Vehicular Traffic

Heavy Vehicular Traffic Pine Hall Brick Tech Bullet #4 Heavy Vehicular Traffic Basics In practice, heavy vehicular traffic is thought of as a high frequency of fully loaded tractor trailers typically found on a municipal street

More information

SECTION 311 PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE

SECTION 311 PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE 311.1 DESCRIPTION: This item shall consist of a cement treated subgrade base course composed of a mixture of local soil, portland

More information

SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS

SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS Section Page 36-1 GENERAL... 36.1 36-2 PIPEMAKING EQUIPMENT... 36.1 36-3 TRENCH EXCAVATION... 36.1 36-4 SPECIAL FOUNDATION TREATMENT...

More information

MeltonStone Cast Stone Product Specifications

MeltonStone Cast Stone Product Specifications MeltonStone Cast Stone Product Specifications Section 04-72-00-04 Architectural Cast Stone This specification encompasses basic requirements for Cast Stone, a refined architectural concrete building unit

More information

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary

More information

Dave Laurie, CTR. Sales Manager, Commercial Sales DESIGNED TO CONNECT

Dave Laurie, CTR. Sales Manager, Commercial Sales DESIGNED TO CONNECT Dave Laurie, CTR Sales Manager, Commercial Sales DESIGNED TO CONNECT Permeable Pavements For Sustainable Development Agenda Unit paver technology Permeable Interlocking Concrete Paver - research, technical

More information

TECHNICAL SPECIFICATIONS CONCRETE SIDEWALKS, DRIVEWAYS AND CURB AND GUTTER

TECHNICAL SPECIFICATIONS CONCRETE SIDEWALKS, DRIVEWAYS AND CURB AND GUTTER TECHNICAL SPECIFICATIONS CONCRETE SIDEWALKS, DRIVEWAYS AND CURB AND GUTTER I. Scope of Work Work done under this item shall consist of the construction, reconstruction, or alteration of a one-course Portland

More information

Division 4 Section 047200 Concrete Masonry Specifications

Division 4 Section 047200 Concrete Masonry Specifications Cast Stone Specification This specification encompasses basic requirements for Cast Stone, as manufactured by Building Products Corp, 494 North 33 rd Street East St. Louis, Il 618-874-6282, 800-427-6282,

More information

SUDAS Revision Submittal Form

SUDAS Revision Submittal Form SUDAS Revision Submittal Form Status Date: As of 3/13/15 Topic: Permeable interlocking pavers Manual: Design & Specs Manual Location: Design Section 5L-1; Spec Section 7080 Requested Revision: Reason for

More information

DIVISION 4.3 CITY OF SARNIA CONCRETE SIDEWALKS, CURBS AND DRIVEWAYS STANDARDS 2016

DIVISION 4.3 CITY OF SARNIA CONCRETE SIDEWALKS, CURBS AND DRIVEWAYS STANDARDS 2016 DIVISION 4.3 CITY OF SARNIA CONCRETE SIDEWALKS, CURBS AND DRIVEWAYS STANDARDS 2016 1 CONCRETE MATERIALS, CONSTRUCTION METHODS AND TESTING PROCEDURES A. MATERIALS... 3 1. CONCRETE FOR SIDEWALK AND CURBS

More information

Permeable Pavement Construction Guide

Permeable Pavement Construction Guide Permeable Pavement Construction Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems that reduce

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

SECTION 4Aggegate Subbase

SECTION 4Aggegate Subbase The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages

More information

Concrete pavers with sand filled joints. Bedding sand 1-1/2 in. (25-40 mm) thick

Concrete pavers with sand filled joints. Bedding sand 1-1/2 in. (25-40 mm) thick TECH SPEC N U M B E R 10 Visit www.icpi.org for guide specifications and detail drawings for a range of applications. Edge restraint/curb as required by design Application Guide for Interlocking Concrete

More information

C. Section 014510 TESTING LABORATORY SERVICE.

C. Section 014510 TESTING LABORATORY SERVICE. SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,

More information

Section 2100-Trenching and Tunneling

Section 2100-Trenching and Tunneling SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial

More information

Construction Specifications for Keyhole Pavement Coring and Reinstatement

Construction Specifications for Keyhole Pavement Coring and Reinstatement F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October

More information

Permeable Pavement Operation & Maintanence Guide

Permeable Pavement Operation & Maintanence Guide Permeable Pavement Operation & Maintanence Guide Permeable pavement at Olympic Park, Waitakere Final Construction result What are permeable pavements? Permeable pavements are hard surface paving systems

More information

Table 4.9 Storm Drain Inlet Protetion Applicable for

Table 4.9 Storm Drain Inlet Protetion Applicable for BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection

More information

UFGS-02362 (August 2004) UNIFIED FACILITIES GUIDE SPECIFICATIONS

UFGS-02362 (August 2004) UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-31 31 16.20 (April 2006) Change 2-11/14 ----------------------------- Preparing Activity: NAVFAC Replacing without change UFGS-02362 (August 2004) UNIFIED FACILITIES

More information

LID-01 Permeable Paving Systems

LID-01 Permeable Paving Systems Greenville County Technical Specification for LID-01 Permeable Paving Systems 1.0 Permeable Paving Systems 1.1 Description Permeable Paving Systems are a best management practice that captures stormwater

More information

Pavement Thickness. esign and RCC-Pave Software. Roller-Compacted Concrete Pavement: Design and Construction. October 24, 2006 Atlanta, Georgia

Pavement Thickness. esign and RCC-Pave Software. Roller-Compacted Concrete Pavement: Design and Construction. October 24, 2006 Atlanta, Georgia Roller-Compacted Concrete Pavement: Design and Construction Pavement Thickness esign and RCC-Pave Software Gregory E. Halsted, P.E. Pavements Engineer Portland Cement Association October 24, 2006 Atlanta,

More information

SECTION 31 20 00 EARTH MOVING

SECTION 31 20 00 EARTH MOVING SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to

More information

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA.

STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA. STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 888 PORTLAND CEMENT CONCRETE PAVEMENT USING QC/QA October 21, 2011 888.01 General 888.02 Materials 888.03 Concrete Proportioning 888.04

More information

CONCRETE SEGMENTAL RETAINING WALL SYSTEM

CONCRETE SEGMENTAL RETAINING WALL SYSTEM CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8 with PCS unit segmental retaining wall

More information

Installation PowerPoint for Grasscrete Formers

Installation PowerPoint for Grasscrete Formers Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold

More information

1.02 DESCRIPTION A. This Section specifies furnishing and installing Cast in Place Detectable/Tactile Warning Surface tiles where indicated.

1.02 DESCRIPTION A. This Section specifies furnishing and installing Cast in Place Detectable/Tactile Warning Surface tiles where indicated. CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACE TILE PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Special Conditions and Division 1 Specifications

More information

SECTION 1 GENERAL REQUIREMENTS

SECTION 1 GENERAL REQUIREMENTS Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,

More information

SECTION 710 GUARDRAIL MATERIALS

SECTION 710 GUARDRAIL MATERIALS 710.08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 710 GUARDRAIL MATERIALS 710.01 General. Metal beam

More information

Holland Stone Series Concrete Pave Stones

Holland Stone Series Concrete Pave Stones Holland Stone Series Concrete Pave Stones Holland Stone Series With the renowned durability of interlocking pave stones, Holland Stone offers the old world charm of a simple paver shape. The rectangular

More information

CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT

CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT Volkert Field Office 80 M Street SE, Suite 725 Washington, DC 20003 RIVERSMART WASHINGTON - CONSTRUCTION RIVERSMART MACFARLAND, RIVERSMART LAFAYETTE AND GREEN ALLEYS CHEVY CHASE D.C. Contract No.: DCKA-2013-C-0160

More information

OHIO ASPHALT PAVING CONFERENCE

OHIO ASPHALT PAVING CONFERENCE OHIO ASPHALT PAVING CONFERENCE 38 th Annual Conference Wednesday, 2/6/2013 Fawcett Center Campus of The Ohio State University 2400 Olentangy River Road Columbus, Ohio 43210 REHAB STRATEGIES FOR LOCAL

More information

Section 600 Incidental Construction

Section 600 Incidental Construction Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...

More information

SECTION 15062 POLYVINYL CHLORIDE GRAVITY SEWER PIPE AND FITTINGS

SECTION 15062 POLYVINYL CHLORIDE GRAVITY SEWER PIPE AND FITTINGS SECTION 15062 POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE AND FITTINGS PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for the manufacture and installation of polyvinyl chloride,

More information

STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200

STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES. 1. Structure Earthwork: 02200 STANDARD SPECIFICATIONS SECTION 03461 PRECAST REINFORCED CONCRETE MANHOLES AND MANHOLE BASES PART 1 - GENERAL A. Description This section includes materials, testing, and installation of precast concrete

More information

Improving Storm Water Management

Improving Storm Water Management Improving Storm Water Management Situation / Impervious surfaces negative effects / Challenges for city officials Sustainable development is meeting the needs of the present without compromising the ability

More information

Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply

Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply Pervious Pavers By: Rich Lahren Hebron Brick & Block Supply Stormwater Management and Control Issues Past emphasis was on flood control Today s emphasis is also on pollution More impermeable areas are

More information

4-02 Gravel Base. 4-04 Ballast and Crushed Surfacing

4-02 Gravel Base. 4-04 Ballast and Crushed Surfacing Chapter 4 Bases 4-02 Gravel Base GEN 4-02.1 General Instructions Gravel Base is typically used in the construction of the roadway section and provides support for the pavement. For the pavement to provide

More information

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer

More information

Porous Pavement Alternatives Cost Analysis

Porous Pavement Alternatives Cost Analysis Porous Pavement Alternatives Cost Analysis Prepared by Century West Engineering for Metro This cost analysis compares the construction costs of six different types of pavement for three different scenarios.

More information

CCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS

CCU Engineering Specifications. Section 003300 PRECAST CONCRETE PRODUCTS CCU Engineering Specifications Section 003300 Effective Date: Nov. 1st, 2011 Page 1 of 5 PRECAST CONCRETE PRODUCTS PART 1 - GENERAL The following specification is intended for use for the design, selection

More information

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11 Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;

More information

Oh No, We Got an Airport Job! Contractor Quality Control. Investment in Staff, Labs and Equipment. We ve Come A Long Way.

Oh No, We Got an Airport Job! Contractor Quality Control. Investment in Staff, Labs and Equipment. We ve Come A Long Way. Contractor Quality Control Oh No, We Got an Airport Job! John Savastio Quality Control Manager Highway Materials, Inc. We ve Come A Long Way. Investment in Staff, Labs and Equipment Acceptance based on

More information

Asphalt Roadway Inspection Specifications

Asphalt Roadway Inspection Specifications Asphalt Roadway Inspection Specifications Production / Hauling Requirements (Section 401.3.7) Contractor Asphalt Plants QPL # 76 Drum Plant is the most common type in SC Trucks - smooth, clean, tight metal

More information

ALKS SIDEW II. TK TK TK TK TK TK TK TK 40 BOSTON COMPLETE STREETS GUIDELINES DRAFT - JULY 2011 BOSTON TRANSPORTATION DEPARTMENT

ALKS SIDEW II. TK TK TK TK TK TK TK TK 40 BOSTON COMPLETE STREETS GUIDELINES DRAFT - JULY 2011 BOSTON TRANSPORTATION DEPARTMENT 40 Sidewalk Materials Materials and Sidewalk Zones Permeable Pavement Accessibility The key components of sidewalk construction are material selection and installation. These two aspects should come together

More information

SECTION VALVE BOXES AND METER VAULTS

SECTION VALVE BOXES AND METER VAULTS SECTION 03 48 20 VALVE BOXES AND METER VAULTS PART 1: GENERAL 1.01 SECTION INCLUDES A. Valve boxes for water and cleanout boxes for wastewater service. B. Meter boxes for water service. C. Meter vaults

More information

SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND.

SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND. SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND. 623.10.1 Description. This work shall consist of preparing the surface,

More information

Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009

Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009 Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009 Presented by Willie Gonwa, P.E., Ph.D. West Allis, Wisconsin Porous

More information

GUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS

GUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS GUIDE SPECIFICATIONS FOR PRECAST CONCRETE PRODUCTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. This specification covers the materials for and manufacture of precast reinforced concrete units produced in

More information

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies. RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas http://www.mass.gov/dep/water/laws/policies.htm#storm Definition: A permanent, erosion-resistant ground cover

More information

Permeable Interlocking Concrete Pavement

Permeable Interlocking Concrete Pavement Permeable Interlocking Concrete Pavement A Comparison Guide to Porous Asphalt and Pervious Concrete Permeable pavement is becoming a major tool for on-site stormwater management. Background The past century

More information

Acceptance Codes APPENDIX - A. Acceptance Criteria

Acceptance Codes APPENDIX - A. Acceptance Criteria 1111 Receipt of a satisfactory Test Report from WSDOT Materials Laboratory is required indicating the lot (or lots) or batch of material meets the requirement of the specifications under which it is listed.

More information

SECTION TRENCHING AND BACKFILLING. 1. Section , Temporary Environmental Controls. 2. Section , Excavation and Fill.

SECTION TRENCHING AND BACKFILLING. 1. Section , Temporary Environmental Controls. 2. Section , Excavation and Fill. SECTION 31 23 33 TRENCHING AND BACKFILLING PART 1 GENERAL 1.01 SECTION INCLUDES A. This WORK shall consist of all labor, equipment, and materials necessary for excavation, trenching, and backfilling for

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

Interlocking Concrete Paving Stones

Interlocking Concrete Paving Stones Interlocking Concrete Paving Stones Manufacturers of Quality Masonry Products Table of Contents Balboa 1 Roman 2 Euro-Cobble 3 Tri-Cobble 4 Circle Cobble 5 Old World Cobble 6 FlagStone 7 Chumash 8 Holland

More information

Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES

Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES Page 1 Table of Contents WHAT IS REFLECTEX TM?... 2 STORAGE AND HANDLING... 3 SITE PREPARATION... 3 PREPARATION OF EXISTING

More information

RECYCLED CRUSHED CONCRETE BASE COURSE

RECYCLED CRUSHED CONCRETE BASE COURSE Section 02713 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Recycled crushed concrete base (RCCB) course. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment for RCCB is on per ton basis furnished

More information

PROPERTIES AND MIX DESIGNATIONS 5-694.200

PROPERTIES AND MIX DESIGNATIONS 5-694.200 September 1, 2003 CONCRETE MANUAL 5-694.200 5-694.210 PROPERTIES OF CONCRETE PROPERTIES AND MIX DESIGNATIONS 5-694.200 Inspectors should familiarize themselves with the most important properties of concrete:

More information

The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.

The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified. Section 33 0200- Page 1 of 4 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK The work of this Section includes furnishing and installing Reinforced Concrete Pressure Pipe as shown on the Drawings and as specified.

More information

CONCRETE SEGMENTAL RETAINING WALL SYSTEM

CONCRETE SEGMENTAL RETAINING WALL SYSTEM CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Vintage TM unit segmental retaining wall (SRW)

More information

SECTION 03400 PRECAST CONCRETE STRUCTURES

SECTION 03400 PRECAST CONCRETE STRUCTURES SECTION 03400 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for precast concrete structures, including fabrication and erection. 1.02 REFERENCE STANDARDS A. American Society for

More information

Guide Specification Precast Concrete Products

Guide Specification Precast Concrete Products Guide Specification Precast Concrete Products This specificaton should be used only by qualified professionals who are competent to evaluate the significance and limiations of the specification and who

More information

SECTION 03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION

SECTION 03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION FVSU- GANO Roof Replacement 035200-1 SECTION 03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and

More information

SPECIFICATION FOR CONSTRUCTION OF UNBOUND GRANULAR PAVEMENT LAYERS

SPECIFICATION FOR CONSTRUCTION OF UNBOUND GRANULAR PAVEMENT LAYERS TNZ B/02:2005 SPECIFICATION FOR CONSTRUCTION OF UNBOUND 1. SCOPE This specification shall apply to the construction of unbound granular pavement layers. The term pavement layer shall apply to any layer

More information

INDOT Standard Specifications, Section 402- Hot Mix Asphalt Pavements Part A (Materials and Mix Production)

INDOT Standard Specifications, Section 402- Hot Mix Asphalt Pavements Part A (Materials and Mix Production) GUIDE FOR SPECIFYING ASPHALT PAVEMENTS FOR LOCAL GOVERNMENTS (USING INDOT STANDARD SPECIFICATIONS SECTION 402) This Guide incorporates the latest asphalt pavement technologies. It attempts to present the

More information

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE

SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE 6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction

More information

C. Remove all existing asphalt shingles, underlayment and any loose debris into contractor provided dumpsters.

C. Remove all existing asphalt shingles, underlayment and any loose debris into contractor provided dumpsters. SCOPE OF WORK Project Title: Replace Deteriorated Roof Singles at Cape Lookout National Seashore Maintenance Shop PMIS # 159350 Prepared By: Mike Baker Cape Lookout National Seashore 131Charles St Harkers

More information

1. ASTM C 140 - Sampling and Testing Concrete Masonry Units 2. ASTM C 1372 Standard Specification for Dry-Cast Segmental Retaining Wall Units

1. ASTM C 140 - Sampling and Testing Concrete Masonry Units 2. ASTM C 1372 Standard Specification for Dry-Cast Segmental Retaining Wall Units SPECIFICATION FOR SEGMENTAL RETAINING WALL SYSTEMS PART 1: GENERAL 1.01 Description A. Work shall consist of furnishing materials, labor, equipment and supervision to install a segmental retaining wall

More information

Wastewater Capital Projects Management Standard Construction Specification

Wastewater Capital Projects Management Standard Construction Specification CITY AND COUNTY OF DENVER ENGINEERING DIVISION Wastewater Capital Projects Management Standard Construction Specification 10.1 Precast Concrete Pipe 10.1.1 General This section covers material requirements,

More information

09/07/07 GLASSFIBER REINFORCED CEMENT (GRC) C. S. I. Spec 03500 Master Spec. 03 49 00 Page 1

09/07/07 GLASSFIBER REINFORCED CEMENT (GRC) C. S. I. Spec 03500 Master Spec. 03 49 00 Page 1 C. S. I. Spec 03500 Page 1 PART 1 - GENERAL 1.01 SUMMARY:.01 Provide special glassfiber reinforced cement (GRC) shapes in accordance with the requirements of the contract documents..02 The installing contractor

More information