Kansas Department of Transportation DISTRICT 4. Project(s): Min: Max:

Size: px
Start display at page:

Download "Kansas Department of Transportation DISTRICT 4. Project(s): Min: Max:"

Transcription

1 Page 1 of 11 BETTIS ASPHALT & (2) APAC-KANSAS INC SHEARS DIVISION (3) KILLOUGH SECTION: 01 COMMON ITEMS Cat Alt Set: Cat Alt Member: LCC: MOBILIZATION MOBILIZATION (DBE) FIELD OFFICE AND LABORATORY (TYPE A) MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) TRAFFIC CONTROL EACH 83, ,672.00, , , , , , , , , , , , , , , , , , , , , , FLAGGER (SET PRICE) HOUR $124, $292, $225, Section Total with LCC: $124, $292, $225,025.00

2 Page 2 of 11 BETTIS ASPHALT & (2) APAC-KANSAS INC SHEARS DIVISION (3) KILLOUGH SECTION: 02 ASPHALT SURFACING ITEMS Cat Alt Set: Cat Alt Member: LCC: MILLING HMA OVERLAY (SR-12.5A) (PG 70-22) HMA OVERLAY (SR-12.5A) (PG 64-22) (SHOULDER) QUALITY CONTROL TESTING (HMA) HMA-COMMERCIAL GRADE (CLASS A) (PATCHING) 46, , , , , , , , , ,020, , , , , , , , , , EMUIFIED ASPHALT , SQYD 2, , , , , , , PAVEMENT EDGE WEDGE (ROCK) WATER (EARTHWORK COMPACTION) (SET PRICE) PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE I) MGAL STAL , , ,998.38

3 Page 3 of 11 BETTIS ASPHALT & (2) APAC-KANSAS INC SHEARS DIVISION (3) KILLOUGH SECTION: 02 ASPHALT SURFACING ITEMS Cat Alt Set: Cat Alt Member: LCC: ASPHALT CORE (SET PRICE) ASPHALT AIR VOID PAY ADJUSTMENT ASPHALT DENSITY PAY ADJUSTMENT EACH 7, , , , TRANSPORTING SALVAGEABLE MATERIAL (5-8MI) $1,951, $1,971, $2,093, Section Total with LCC: $1,951, $1,971, $2,093,316.34

4 Page 4 of 11 BETTIS ASPHALT & (2) APAC-KANSAS INC SHEARS DIVISION (3) KILLOUGH SECTION: 03 RUMBLE STRIPS Cat Alt Set: Cat Alt Member: LCC: RUMBLE STRIPS (MILLED) (ASPHALT) (CENTERLINE) STA. 1, , , , , , , RUMBLE STRIPS (MILLED) (ASPHALT) STA. $12, $28, $22, Section Total with LCC: $12, $28, $22,635.80

5 Page 5 of 11 BETTIS ASPHALT & (2) APAC-KANSAS INC SHEARS DIVISION (3) KILLOUGH SECTION: 04 PAVEMENT MARKING ITEMS Cat Alt Set: Cat Alt Member: LCC: PAVEMENT MARKING (MULTI- COMPONENT) (WHITE) ( 6") PAVEMENT MARKING (MULTI- COMPONENT) (YELLOW) ( 4") PAVEMENT MARKING (MULTI- COMPONENT) (YELLOW) (12") , LNFT 54, LNFT 1, LNFT , , , , , , , , , , , , PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW) EACH $82, $82, $82, Section Total with LCC: $82, $82, $82, Contract Item Totals $2,170, $2,374, $2,423, Contract Time Totals Contract Life Cycle Costs Totals $0.00 $0.00 $0.00 Contract Grand Totals ( ) indicates item is bid as Lump Sum $2,170, $2,374, ,423,685.84

6 Page 6 of 11 (4) SHILLING CONSTRUCTION CO INC (5) VENTURE CORPORATION (6) KOSS CONSTRUCTION CO SECTION: 01 COMMON ITEMS Cat Alt Set: Cat Alt Member: LCC: MOBILIZATION MOBILIZATION (DBE) FIELD OFFICE AND LABORATORY (TYPE A) MAINTENANCE AND RESTORATION OF HAUL ROADS (SET PRICE) TRAFFIC CONTROL EACH 154, , , , , , , , , , , , , , , , , , , , , , , , FLAGGER (SET PRICE) HOUR $216, $215, $208, Section Total with LCC: $216, $215, $208,875.00

7 Page 7 of 11 (4) SHILLING CONSTRUCTION CO INC (5) VENTURE CORPORATION (6) KOSS CONSTRUCTION CO SECTION: 02 ASPHALT SURFACING ITEMS Cat Alt Set: Cat Alt Member: LCC: MILLING HMA OVERLAY (SR-12.5A) (PG 70-22) HMA OVERLAY (SR-12.5A) (PG 64-22) (SHOULDER) QUALITY CONTROL TESTING (HMA) HMA-COMMERCIAL GRADE (CLASS A) (PATCHING) 46, , , , , , , , ,034, ,143, , , , , , , , , , EMUIFIED ASPHALT , SQYD 2, , , , , , , PAVEMENT EDGE WEDGE (ROCK) WATER (EARTHWORK COMPACTION) (SET PRICE) PAVEMENT MARKING (TEMP) 4" BROKEN (3')(TYPE I) MGAL STAL , , ,778.00

8 Page 8 of 11 (4) SHILLING CONSTRUCTION CO INC (5) VENTURE CORPORATION (6) KOSS CONSTRUCTION CO SECTION: 02 ASPHALT SURFACING ITEMS Cat Alt Set: Cat Alt Member: LCC: ASPHALT CORE (SET PRICE) ASPHALT AIR VOID PAY ADJUSTMENT ASPHALT DENSITY PAY ADJUSTMENT EACH 7, , , , TRANSPORTING SALVAGEABLE MATERIAL (5-8MI) $2,140, $2,157, $2,548, Section Total with LCC: $2,140, $2,157, $2,548,448.24

9 Page 9 of 11 (4) SHILLING CONSTRUCTION CO INC (5) VENTURE CORPORATION (6) KOSS CONSTRUCTION CO SECTION: 03 RUMBLE STRIPS Cat Alt Set: Cat Alt Member: LCC: RUMBLE STRIPS (MILLED) (ASPHALT) (CENTERLINE) STA. 1, , , , , , , RUMBLE STRIPS (MILLED) (ASPHALT) STA. $18, $36, $12, Section Total with LCC: $18, $36, $12,346.80

10 Page 10 of 11 (4) SHILLING CONSTRUCTION CO INC (5) VENTURE CORPORATION (6) KOSS CONSTRUCTION CO SECTION: 04 PAVEMENT MARKING ITEMS Cat Alt Set: Cat Alt Member: LCC: PAVEMENT MARKING (MULTI- COMPONENT) (WHITE) ( 6") PAVEMENT MARKING (MULTI- COMPONENT) (YELLOW) ( 4") PAVEMENT MARKING (MULTI- COMPONENT) (YELLOW) (12") , LNFT 54, LNFT 1, LNFT , , , , , , , , , , , , PAVEMENT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW) EACH $82, $89, $82, Section Total with LCC: $82, $89, $82, Contract Item Totals $2,457, $2,498, $2,852, Contract Time Totals Contract Life Cycle Costs Totals $0.00 $0.00 $0.00 Contract Grand Totals ( ) indicates item is bid as Lump Sum $2,457, $2,498, ,852,378.74

11 Page 11 of 11

12 Vendor Ranking Page 1 of 1 NHPP-A418(601) Rank Vendor ID/Name Total Bid Percent Of Low Bid BETTIS ASPHALT & $2,170, % APAC-KANSAS INC SHEARS DIVISION $2,374, % KILLOUGH $2,423, % SHILLING CONSTRUCTION CO INC $2,457, % VENTURE CORPORATION $2,498, % KOSS CONSTRUCTION CO $2,852, %

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:

ROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED: ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS

More information

LETTING : CALL : 029 COUNTIES : GOODHUE

LETTING : CALL : 029 COUNTIES : GOODHUE PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO

More information

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017 SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING June 13, 2017 Letting Location: SCDOT Headquarters Building Conference Room 332 955 Park Street Columbia, SC

More information

Percent Within Limits The NDOT Story

Percent Within Limits The NDOT Story Percent Within Limits The NDOT Story By Steve Hale, P.E. Quality Assurance Engineer Nevada Transportation Conference May 2 nd & 3 rd, 2017 Reno, Nevada Outline What is Percent Within Limits (PWL)? How

More information

Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3

Florida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3 Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable

More information

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022)

M I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) BID TABULATION SUMMARY JOB 970010 PAGE 1 STATE PROJECT NO. 27-618-70 BIDS RECEIVED UNTIL 2:00 P.M. ON 01/14/97 MINNESOTA PROJECT NO.S: DPI 015-8(021) DPI 015-8(022) AT THE JUNCTION OF AUTO CLUB ROAD AND

More information

New Jersey Department of Transportation DATE : 05/21/09 PAGE : TABULATION OF BIDS

New Jersey Department of Transportation DATE : 05/21/09 PAGE : TABULATION OF BIDS PAGE : 131-1 CONTRACT TIME : 08/15/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : FS-280-6(103) INTERSTATE BRIDGE PAINTING CONTRACT ROUTEI-280,CONTRACT NO.1 SIXTEEN (16) BRIDGES,CONTRACT

More information

.1 Applicability: These criteria shall be applied as follows:

.1 Applicability: These criteria shall be applied as follows: DESIGN CRITERIA DIVISION 4800 STREET LIGHTING 4801 GENERAL: These criteria shall be adhered to for the design of all publiclyfinanced or privately-financed traffic signal systems to be installed in the

More information

2018 PARKING LOT MAINTENANCE & REPAIR

2018 PARKING LOT MAINTENANCE & REPAIR Drawing Name: D:\Projects\CSU Parking Lot\Dwg\Sheets\Cover Monday, Sheet.dwg May 14, 2018 10:28 AMBy: RhondaBunner 2018 PARKING LOT MAINTENANCE & REPAIR BENCHMARKS Coordinate Control VERTICAL DATUM: HORIZONTAL

More information

Excavation and embankment (cut and fill)

Excavation and embankment (cut and fill) Excavation and embankment (cut and fill) Excavation = the removal of soil or rock from its natural location. Embankment = the placement and compaction of layers of earth or rock to form a roadbed of the

More information

STANDARD BID ITEM NUMBERS

STANDARD BID ITEM NUMBERS 10701 TRAFFIC CONTROL LUMP SUM 10702 Traffic Control for Storm Sewer Installation LUMP SUM 10703 Traffic Control for Water Main Installation LUMP SUM 10704 Traffic Control for Sanitary Sewer Installation

More information

Kansas Department of Transportation Construction and Materials EARLIEST START DATE: LATEST START DATE: CONSTRUCTION OFFICE:

Kansas Department of Transportation Construction and Materials EARLIEST START DATE: LATEST START DATE: CONSTRUCTION OFFICE: Tuesday, March 19, 2019 1 PROJECT NO.: U073-007 KA 52-01 COUNTY: BROWN CONVT AUGUST 26, 2019 HORTON PROJECT NO.: 043 C 4897-01 COUNTY: JACKSON DESCRIPTION: SIGNING JUNE 24, 2019 HORTON PROJECT NO.: I035-046

More information

TYPICAL SECTION OF IMPROVEMENT

TYPICAL SECTION OF IMPROVEMENT ...\plans\0_prelim\07c_sh0.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC 7.0658A8 I-7 NORTHBOUND I7 SOUTHBOUND I7 8 8 0 8 VARIABLE (E CROSS CTIONS) : CONST..5.5 CONST. (

More information

Washington County Road Engineering Plan Submittal/Review Checklist

Washington County Road Engineering Plan Submittal/Review Checklist Washington County Road Engineering Plan Submittal/Review Checklist Washington County Land Use Case File Number: Parcel(s): Developer/Owner Name(s): Developer/Owner E-mail(s): The following elements should

More information

TABLE OF CONTENTS 1200 PLAN PREPARATION

TABLE OF CONTENTS 1200 PLAN PREPARATION 1200 PLAN PREPARATION TABLE OF CONTENTS PAGE 1201 General Plan Sheet Information... 12-1 1201.1 Introduction... 12-1 1201.2 Unit of Measure... 12-1 1201.3 Plan Sheet Materials and File Format... 12-1 1201.4

More information

James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector

James P. Erb, CPA Auditor-Controller Treasurer-Tax Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Tax Collector COUNTY OF SAN LUIS OBISPO AUDITOR - CONTROLLER TREASURER - TAX COLLECTOR James P. Erb, CPA Auditor-Controller Treasurer-Ta Collector James W. Hamilton, CPA Assistant Auditor-Controller Treasurer-Ta Collector

More information

INDEX TO CLAUSES PART 1 - GENERAL

INDEX TO CLAUSES PART 1 - GENERAL [PROJECT NAME] PAVEMENT INDEX TO CLAUSES PART 1 - GENERAL 1.1 Work Included 1.2 Related Sections 1.3 Reference Standards 1.4 Shop Drawings 1.5 Codes, Bylaws, Ordinances and Regulations 1.6 Certificates

More information

b A A A A A L b b b inn s

b A A A A A L b b b inn s b b L b L L b b A A A A A inn s 1. Report No. MNPR - 96/34 2. Technical Report Documentation Page 3. Recipient s Accession No. 5. Report Date October 1996 6. 7. Author(s) David W. Janisch and Curtis M.

More information

Section 4-02 Typical Sections TABLE OF CONTENTS. INTRODUCTION...2 General...2

Section 4-02 Typical Sections TABLE OF CONTENTS. INTRODUCTION...2 General...2 Section 4-02 Typical Sections TABLE OF CONTENTS INTRODUCTION...2 General...2 DRAFTING GUIDELINES...3 General...3 Drawing Typical Sections...3 Attaching a Sheet...3 Text Size and Spacing...4 Labeling of

More information

QUANTITY SURVEYS. Introduction

QUANTITY SURVEYS. Introduction QUANTITY SURVEYS Introduction In engineering surveying, we often consider a route (road, sewer pipeline, channel, etc.) from three distinct perspectives. The plan view of route location is the same as

More information

Precast Concrete Pavement

Precast Concrete Pavement Precast Concrete Pavement Phillip Sturdivant, P.E. Louisiana Department of Transportation and Development www.dotd.la.gov What is Precast Concrete Pavement? Precast concrete pavement is what it says it

More information

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP

BID SET C1.1 8 LEGEND UTILITY NOTES GENERAL NOTES CONCRETE & PAVEMENT NOTES DEMOLITION NOTES GENERAL NOTES UTILITY OWNERSHIP GENERAL NOTES UTILITY NOTES DEMOLITION NOTES UTILITY OWNERSHIP LEGEND CONCRETE & PAVEMENT NOTES 1 1 Exp. 1-31-01 0-1-01 C1.1 GENERAL NOTES F ST. FROM ROCK BLVD TO 1TH ST. 1TH ST. FROM PRATER TO F ST. 110

More information

Case Study: Roofing Shingle Scrap in Hot Mix Asphalt, TxDOT Dallas District. Project Overview

Case Study: Roofing Shingle Scrap in Hot Mix Asphalt, TxDOT Dallas District. Project Overview Case Study: Roofing Shingle Scrap in Hot Mix Asphalt, TxDOT Dallas District Project Overview In 1997, TxDOT tested two 1,000-foot sections of roadway using a Type C asphalt mix with AC 20 and roofing shingles.

More information

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM

BID TABULATION SUMMARY Project: CONTRACT 3 SANITARY SEWER REPLACEMENTS Bid Date: Wednesday, January 10, :00 PM PATTERSON AVENUE 101 Mobilization, Bonds, Insurance LS 1 $40,000.00 $40,000.00 $22,072.00 $22,072.00 102 18-Inch SDR-26 PVC Sanitary Sewer Line Installation LF 1048 $275.00 $288,200.00 $334.00 $350,032.00

More information

PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS

PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS Project Design Services Unit June 2018 http://ihub/projectdelivery/design/index.html PROJECT RATING FORM This is filled out for ALL Process B projects.

More information

Traffic Line Painting and Other Pavement Markings

Traffic Line Painting and Other Pavement Markings Gateway to the 1000 Islands QUOTATION FOR: Traffic Line Painting and Other Pavement Markings QUOTATION CLOSING: May 23, 2013 QUOTATION NUMBER: RDS-2013-02 Submit completed quotations to: Quotation for

More information

To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt. AASHTO PP qq

To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt. AASHTO PP qq 1. Introduction Proposed Standard Practice To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt AASHTO PP qq 1.1. This standard practice presents specific details necessary to effectively

More information

2018 District 1 Highway Construction Program

2018 District 1 Highway Construction Program District 1 Highway Construction Program For additional information contact: Stephanie Christensen MnDOT District 1, Public Affairs Office: 218-725-2700 Email: Stephanie.smith-christensen@state.mn.us Last

More information

HIGHWAY WORK ZONE DATA COLLECTION INSTRUMENT

HIGHWAY WORK ZONE DATA COLLECTION INSTRUMENT HIGHWAY WORK ZONE DATA COLLECTION INSTRUMENT Case ID: MI Date of Investigation Respondent Employer Information 1. Is the employer the primary contractor or a subcontractor working at the site? Victim Information

More information

CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE

CHARLES COUNTY GOVERNMENT ITB NO ST. MARK S PUMP STATION UPGRADE CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 August 30, 2016 ITB NO. 17-07 ST. MARK S PUMP STATION UPGRADE ADDENDUM NUMBER THREE

More information

Valley Road Main Replacement

Valley Road Main Replacement Bonding Provided Construction Co., Construction, Construction, 5% 5% 5% 5% 5% 5% 5% acknowledged 2 - Bidder Acknowledges Receipt of Addendums there was only 1 Affadivit of Preferential Bidders Status not

More information

Step 1 Calculate the square feet of roadway covered with tack 1,000 ft. x 12 ft. = 12,000 square feet

Step 1 Calculate the square feet of roadway covered with tack 1,000 ft. x 12 ft. = 12,000 square feet Tack Rate Problem # CRS-2 Tack (Specific Gravity=.00) was applied to the roadway. The temperature measured from the tack distributor was 25 F. The length of the application was 000 feet. The width of the

More information

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS

SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS 9. STANDARD DETAILS SECTION III STANDARD DRAWINGS ROYSE CITY GENERAL CONSTRUCTION NOTES & DETAILS j:\clerical\royse city\1-4086 general services\168-tech const standards review\tcss manual\2018 tcss manual\sec-9a

More information

Fast Track Precast Concrete Pavement Rehabilitation Pilot Project

Fast Track Precast Concrete Pavement Rehabilitation Pilot Project Fast Track Precast Concrete Pavement Rehabilitation Pilot Project Susanne Chan, M.A.Sc, P.Eng. Pavement Design Engineer, Ministry of Transportation Ontario Warren Lee, M.A.Sc, P.Eng. Pavement Design Engineer,

More information

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD.

VILLAGE OF VILLA PARK CENTRAL BOULEVARD IMPROVEMENTS LOCATION MAP (NOT TO SCALE) CORTESI AVE. MYRTLE AVE. CENTRAL BLVD. Q:\VillaPark_IL\11283000 Astor-Myrtle Sewer Separation Preliminary Design\D.4 CAD\Sheets\North\1. Cover.dwg INDEX OF SHEETS 1 COVER 2 GENERAL NOTES 3 SUMMARY OF QUANTITIES 4 ALIGNMENT 5-9 DRAINAGE AND

More information

TYPICAL SECTION OF IMPROVEMENT

TYPICAL SECTION OF IMPROVEMENT TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION 7.0658A I-7 NORTHBOUND I7 SOUTHBOUND I7 WHERE CLEARZONE IS UNATTAINABLE OR END TREATMENT IS REQUIRED FOR 8 8 BRIDGE APOACH, ADD.5

More information

580 - NOISE BARRIERS OPSS 580 INDEX

580 - NOISE BARRIERS OPSS 580 INDEX 580 - OPSS 580 INDEX 580.1 GENERAL 580.1.1 Noise Barrier Design Elements 580.1.1.1 Wind-Load Designs 580.1.1.2 Sound-Absorptive Barriers 580.1.1.3 Noise Barrier Colour, Pattern and Texture 580.1.2 Grading

More information

C. For cold-applied tape, the pavement temperature shall be at least 70 F.

C. For cold-applied tape, the pavement temperature shall be at least 70 F. SECTION 6100 - PAVEMENT MARKING (THERMOPLASTIC) PART 1 - GENERAL 1.01 SCOPE: This Section covers hot-applied, extruded thermoplastic and cold-applied tape for white and yellow pavement marking. Topics

More information

RFID Applications for Asphalt Pavements. Charles W. Schwartz University of Maryland AASHTO Subcommittee on Materials Anchorage, AK August 2009

RFID Applications for Asphalt Pavements. Charles W. Schwartz University of Maryland AASHTO Subcommittee on Materials Anchorage, AK August 2009 RFID Applications for Asphalt Pavements Charles W. Schwartz University of Maryland AASHTO Subcommittee on Materials Anchorage, AK August 2009 Radio Frequency Identification (RFID) Computer Antenna Tag

More information

Section 7 Specification 7.2 Painted Roadway Lines TABLE OF CONTENTS

Section 7 Specification 7.2 Painted Roadway Lines TABLE OF CONTENTS TABLE OF CONTENTS 7.2 PAINTED ROADWAY LINES... 1 7.2.1 GENERAL... 1 7.2.1.1 Description... 1 7.2.1.2 Contractor Quality Control Inspection Plan... 1 7.2.2 MATERIALS... 1 7.2.3 EQUIPMENT... 1 7.2.3.1 General...

More information

DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE

DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE David Jones, PhD and Zia Alavi, PhD University of California Pavement Research Center Davis, California Asphalt Binder Expert Task

More information

Moving to Model-Based Design

Moving to Model-Based Design Infrastructure Solutions White Paper Moving to Model-Based Design Choosing Between 2D and 3D Do you really have to choose between 2D and 3D? The answer is no, but it is important to know why. Over the

More information

NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES

NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES NORTHEAST ASPHALT USER/PRODUCER GROUP OCTOBER 12,2006 CHUCK DEAHL BOMAG AMERICAS, INC. Pavement Construction Issues No Compaction In

More information

Test Protocol for the Rolling Density Meter

Test Protocol for the Rolling Density Meter Test Protocol for the Rolling Density Meter October 2017 Prepared by: Ryan Conway Kyle Hoegh Lev Khazanovich i Contents Section Page Definitions... iii 1.0 Introduction... 1 2.0 Preparation and Equipment

More information

4) Click on Load Point Cloud to load the.czp file from Scene. Open Intersection_Demo.czp

4) Click on Load Point Cloud to load the.czp file from Scene. Open Intersection_Demo.czp Intersection 2D Demo 1) Open the Crash Zone or Crime Zone diagram program. 2) Click on to open the CZ Point Cloud tool. 3) Click on 3D/Cloud Preferences. a) Set the Cloud File Units (Feet or Meters). b)

More information

Chapter 23. Signing and Pavement Marking Plans

Chapter 23. Signing and Pavement Marking Plans Chapter 23 Signing and Pavement Marking Plans 23.1 General... 23-3 23.2 Key Sheet... 23-4 23.3 Signature Sheet... 23-4 23.4 Tabulation of Quantities and Pay Item Notes... 23-4 23.4.1 Standard Notes...

More information

National Asphalt Roadmap

National Asphalt Roadmap National Asphalt Roadmap Dale Decker Peterson Conference Western Research Institute Laramie, WY ASPHALT INSTITUTE 1 Construction Definitions Contractor: a gambler who never gets to shuffle, cut or deal

More information

STATE OF KANSAS DEPARTMENT OF TRANSPORTATION PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL AID PROJECT 1 PAWNEE COUNTY US-56

STATE OF KANSAS DEPARTMENT OF TRANSPORTATION PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL AID PROJECT 1 PAWNEE COUNTY US-56 OF INDEX OF 1 7 FOUNDATION TREATMENT, COMPACTION & SUBGRADING DETAIL 8 SALVAGED TOPSOIL 15 SIDEROAD PLAN-PROFILE 16 RIGHT OF WAY MONUMENT INSTALLATION DETAIL SHEET -23 PAVING DETAILS 24-29 PAVEMENT DETAILS

More information

DEVELOPMENT PLAN CHECKLIST

DEVELOPMENT PLAN CHECKLIST Project Identification Information: DEVELOPMENT PLAN CHECKLIST 1.0 GENERAL 1.1 Additional information as required by specific Land Use 1.2 All sheets to include sheet number ( of ) 1.3 Seal and signature

More information

Deep Creek Canyon US Highway 12

Deep Creek Canyon US Highway 12 Deep Creek Canyon US Highway 12 ABC Techniques in Rural Montana Jim Scoles Morrison-Maierle 1 Location Deep Creek Canyon US Highway 12 Helena National Forest Great Falls Map of mid MT showing Location

More information

Develop a PWL System for Dense Graded Hot Mix Asphalt Construction, Including Pay Factors

Develop a PWL System for Dense Graded Hot Mix Asphalt Construction, Including Pay Factors NDOT Research Report Report No. 206-10-803 Develop a PWL System for Dense Graded Hot Mix Asphalt Construction, Including Pay Factors January 2015 Nevada Department of Transportation 1263 South Stewart

More information

Construction Phase Project Management and Documentation

Construction Phase Project Management and Documentation Construction Phase Project Management and Documentation Bill Mason CDM Smith Outline Design Bidding Construction Start-up & Closeout 2 DESIGN Design Preliminary Engineering Report Plans Specifications

More information

BOSTON EVERETT HORIZON WAY BROADWAY ALFORD ST BOW ST BOSTON CITY LINE EVERETT CITY LINE DEXTER ST MYSTIC ST COURTLAND ST LYNDE ST THORNDIKE ST

BOSTON EVERETT HORIZON WAY BROADWAY ALFORD ST BOW ST BOSTON CITY LINE EVERETT CITY LINE DEXTER ST MYSTIC ST COURTLAND ST LYNDE ST THORNDIKE ST BOSTON HORIZON WAY ALFORD ST BROADWAY BOSTON CITY LINE CITY LINE MANHOLE #101 (STA 5+00) BOW ST DEXTER ST ST LYNDE ST THORNDIKE ST COURTLAND ST RIVER PROP (TYP) ROBIN ST BETTY ST 50 500 1. BASELINE STATIONING

More information

Shoulder Wedge Maker

Shoulder Wedge Maker Shoulder Wedge Maker 1.0 Purpose and Use of the TransTech Shoulder Wedge Maker The Shoulder Wedge Maker is used as a paver attachment tool to help construct a higher density, longer lasting, low angle

More information

Midland County Road Commission AS AWARDED 2017 Material Bid Tablulations

Midland County Road Commission AS AWARDED 2017 Material Bid Tablulations Ace Saginaw Paving Central Asphalt Pyramid Paving Hodgins Asphalt Paving ITEM 1 HMA PAVING "/ton" Item 1.a. HMA 13A "/ton" $52.75 $43.51 $53.25 $58.00 Item 1.b. Wedging, Partial Lane "/ton" $58.25 $58.43

More information

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts.

SECTION 58 PRECAST CONCRETE BOX CULVERT. This work consists of furnishing and installing Pre-cast Concrete Box Culverts. SECTION 58 PRECAST CONCRETE BOX CULVERT 58.1 DESCRIPTION A. General This work consists of furnishing and installing Pre-cast Concrete Box Culverts. B. Related Work Section 51 Section 52 Section 53 Section

More information

MAINTENANCE OF TRAFFIC &

MAINTENANCE OF TRAFFIC & 2/28/2015 5:05:15 PM d106136001k(01).dgn MANAGER Dave Covington, P.E. (540) 292-3802 VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST

More information

SYMBOL DESCRIPTION TRAFFIC CONTROL SIGN TYPE III BARRICADE = IMPACT ATTENUATOR STRIPING KEY TRIANGLE - PAINT PLASTIC MARKING 1ST DIGIT WIDTH 4" OR 8"

SYMBOL DESCRIPTION TRAFFIC CONTROL SIGN TYPE III BARRICADE = IMPACT ATTENUATOR STRIPING KEY TRIANGLE - PAINT PLASTIC MARKING 1ST DIGIT WIDTH 4 OR 8 TES & GUIDELINES TRAIC CONTROL DEVICES & SYMBOLS LEGEND INDEX 2. GENERAL IRMATION: THE CONTRACTOR SHALL URNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAIC CONTROL PLAN UNLESS OTHERWISE TED. IELD CONDITIONS

More information

Kodak Approval Digital Color Imaging System For SWOP Coated #5 with 3333 Donors

Kodak Approval Digital Color Imaging System For SWOP Coated #5 with 3333 Donors Off-Press Proof Application Data Sheet Kodak Approval Digital Color Imaging System For SWOP Coated #5 with 3333 Donors The IDEAlliance Print Properties Working Group has established a certification process

More information

Development of a standard image analysis software for determination of aggregate characteristics in HMA

Development of a standard image analysis software for determination of aggregate characteristics in HMA Development of a standard image analysis software for determination of aggregate characteristics in HMA M. Emin Kutay, Ph.D., P.E. Assistant Professor Michigan State University Hussain Bahia, Ph.D. Professor

More information

Street Acceptance Guidelines

Street Acceptance Guidelines Street Acceptance Guidelines Fairfax County Guidelines Flowcharts and Examples October 1, 2009 Table of Contents: Procedural Guidelines Overall Procedure... 2 Contact Information... 2 Initial Street Acceptance

More information

4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing

4.1. Foremen 4.2. Concrete plant manager 4.3. Concrete plant operator 4.4. Personnel performing saw cutting and joint sealing 10-1. JOINTED PLAIN CONCRETE PAVEMENT GENERAL Summary This work includes constructing jointed plain concrete pavement. Comply with Section 40, "Concrete Pavement," of the Standard Specifications. Submittals

More information

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1

PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT ADDENDUM NO. 1 PORT OF ST. HELENS SCAPPOOSE INDUSTRIAL AIRPARK PARALLEL TAXIWAY B RELOCATON AIP PROJECT 3-41-0056-024-2018 ADDENDUM NO. 1 Addendum No. 1 hereby amends the contract documents and drawings for the Scappoose

More information

SPECIAL PROVISION TO SPECIAL SPECIFICATION Reflectorized Pavement Markings with Retroreflective Requirements

SPECIAL PROVISION TO SPECIAL SPECIFICATION Reflectorized Pavement Markings with Retroreflective Requirements 2004 Specifications CSJ 0072-05-084, etc. & 0017-04-039, etc. SPECIAL PROVISION TO SPECIAL SPECIFICATION 6110---022 Reflectorized Pavement Markings with Retroreflective Requirements For this project, Special

More information

CONTRACT PLANS READING

CONTRACT PLANS READING CONTRACT PLANS READING A training course developed by the FLORIDA DEPARTMENT OF TRANSPORTATION This 2009 revision was carried out under the direction of Ralph Ellis, P. E., Associate Professor of Civil

More information

Any of the above may be used as source documents. Let's discuss each of these types of documentation.

Any of the above may be used as source documents. Let's discuss each of these types of documentation. INTRODUCTION TO DOCUMENTATION Much of the work of preparing final estimates involves careful and orderly documentation of measurements and computations. You will become familiar with the various types

More information

Chapter 2 Definitions and Acronyms

Chapter 2 Definitions and Acronyms Advanced Materials and Technology Manual TABLE OF CONTENTS.0 Introduction... 1.1 Definitions... FIGURE.1 Schematic of Gridded All Passes Data and Gridded Final Coverage Data.... 4 FIGURE. Schematic of

More information

High-temperature properties of bituminous binders and asphalt mixtures

High-temperature properties of bituminous binders and asphalt mixtures High-temperature properties of bituminous binders and asphalt mixtures mgr inż. Marta Wójcik-Wiśniewska dr inż. Krzysztof Błażejowski 28. 29. listopadu 2017, České Budějovice Motto: Asfaltové vozovky bezpečná

More information

Thermal Segregation. Wednesday, December 8, 2010 SEAUPG 2010 ANNUAL CONFERENCE OKLAHOMA CITY, OK. Acknowledgements. Thermal Segregation - Background

Thermal Segregation. Wednesday, December 8, 2010 SEAUPG 2010 ANNUAL CONFERENCE OKLAHOMA CITY, OK. Acknowledgements. Thermal Segregation - Background Thermal Segregation 2010 SEAUPG Meeting Oklahoma City Acknowledgements Richard Izzo, P.E. - TxDOT Stephen Sebesta TTI Texas Transportation Institute (TTI) National Center for Asphalt Technology (NCAT)

More information

Group F : Sl. No. - 1) 33/0.403 KV, 100 KVA Station Transformer GUARANTEED & OTHER TECHNICAL PARTICULARS. Table : A

Group F : Sl. No. - 1) 33/0.403 KV, 100 KVA Station Transformer GUARANTEED & OTHER TECHNICAL PARTICULARS. Table : A Group F : No. - 1) 33/0.403 KV, 100 KVA Station Transformer GUARANTEED & OTHER TECHNICAL PARTICULARS Table : A No. Description 1. Make & Manufacturer 2. Place of Manufacturer 3. Voltage Ratio 4. Rating

More information

CHECKLIST 9-O. 24. Area of project in square feet and acres? C-1 d

CHECKLIST 9-O. 24. Area of project in square feet and acres? C-1 d Development Name: Submitted by: Highlands County Engineering Department Improvement Plan Checklist Date Received: Due Date: Y N E N / S O A Permits/Approvals 1. Copy of water management district permit

More information

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION 4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of

More information

ITEM 644 THERMOPLASTIC PAVEMENT MARKING

ITEM 644 THERMOPLASTIC PAVEMENT MARKING ITEM 644 THERMOPLASTIC PAVEMENT MARKING 644.01 Description 644.02 Materials 644.03 Equipment 644.04 Application 644.05 Layout and Premarking 644.06 Basis of Payment 644.01 Description. This work consists

More information

TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL

TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL TOWN OF GARDEN CITY, UTAH GARDEN CITY PARK TRAIL RICH COUNTY, UTAH INDEX OF SHEETS Sheet Number Sheet Title NOTICE AND DISCLAIMER The plans and/or specifications (Documents) are the property of J-U-B Engineers,

More information

STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018

STANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018 SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B-08.00 Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C-04.12 Location of Double Traffic

More information

Design and Construction of Highway Pavement Joint Systems

Design and Construction of Highway Pavement Joint Systems Design and Construction of Highway Pavement Joint Systems Troubleshooting Joint Design and Construction Issues Mark B. Snyder, Ph.D., P.E. Engineering Consultant to the American Concrete Pavement Association

More information

Project Name: County File No.: Checked by: For: Date:

Project Name: County File No.: Checked by: For: Date: Project Name: County File No.: Checked by: For: Date: Print name Firm or agency Items noted in the checklist shall be considered the minimum amount of information necessary for submission of construction

More information

Kodak Approval Digital Color Imaging System for GRACoL Coated #1 Proofs

Kodak Approval Digital Color Imaging System for GRACoL Coated #1 Proofs Kodak Approval Digital Color Imaging System for GRACoL Coated #1 Proofs Off-Press Proof Application Data Sheet The IDEAlliance Print Properties Working Group has established a certification process for

More information

Tire/Pavement Noise 1

Tire/Pavement Noise 1 Tire/Pavement Noise 1 Nature of highway noise Tire/pavement! Generally the primary source at highway speeds (greater than 35 mph) " Level is dependent on vehicle type, vehicle speed and tire type! Other

More information

DESIGN ALTERNATIVE NO. 1 - PRECAST CONCRETE ARCH STRUCTURE FOR 17TH STREET BRIDGE REHABILITATION

DESIGN ALTERNATIVE NO. 1 - PRECAST CONCRETE ARCH STRUCTURE FOR 17TH STREET BRIDGE REHABILITATION O:\5K\5800\5805 17th Street Bridge Rehabilitation\ Bridge Inspection And Design\CADD\Town Hall Meeting\ Alternatives.dwg ALT01 COPYRIGHT c 2013, FRENCH & PARRELLO ASSOCIATES, P.A. THE COPYING OR REUSE

More information

AMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by

AMENDMENTS Manual of STANDARD SPECIFICATIONS. Adopted by Standard Specifications Committee. Amendment. No. 6. Published by AMENDMENTS to 2012 Manual of STANDARD SPECIFICATIONS Adopted by Standard Specifications Committee Amendment No. 6 Published by Utah LTAP Center Utah State University 8305 Old Main Hill Logan UT 84322-8205

More information

Adaptive Signal System Mt. Juliet, TN. SR-171 (Mt. Juliet Road)

Adaptive Signal System Mt. Juliet, TN. SR-171 (Mt. Juliet Road) Adaptive Signal System Mt. Juliet, TN SR-171 (Mt. Juliet Road) Project Background Project Location Mt. Juliet, TN: 2015 Census: 28,159 Doubled since 2000 Immediately east of Metro Nashville Mt. Juliet

More information

EMBRACING A QUALITY CULTURE

EMBRACING A QUALITY CULTURE EMBRACING A QUALITY CULTURE Flexible Pavements of Ohio, 49 th Annual Meeting More Tons Through Value Harold Mullen Texas Asphalt Pavement Association DALLAS COWBOYS STADIUM How Bout Them Cowboys Parking

More information

Content of Presentation

Content of Presentation Statistical Analysis Determining payment NEC/AAAE 2017 Annual Airport Conference Hershey, PA Content of Presentation Explain concept behind Percentage Within Limits (PWL) Demonstrate importance of process

More information

Update: July 20, 2012

Update: July 20, 2012 Location and Design Manual, Volume 3 ODOT Office of CADD and Mapping Services Update: July 20, 2012 ** NOTE: All metric references have been removed from this manual. ** PREFACE REVISIONS Glossary of Terms

More information

UTILITY SERVICE/REPAIR PERMIT

UTILITY SERVICE/REPAIR PERMIT Form M-21 Revised: September TRANSPORTATION COMMISSION OF WYOMING and its UTILITY SERVICE/REPAIR PERMIT 1. Parties. The parties to this License are, hereinafter referred to as Permittee, whose address

More information

Agenda. Interior Painting Exterior Painting Typical Problems Low VOC Paints

Agenda. Interior Painting Exterior Painting Typical Problems Low VOC Paints Painting 101 Agenda Interior Painting Exterior Painting Typical Problems Low VOC Paints Interior Painting Flat Requires less prep (spot patch & prime) Less durable Eggshell More durable than flat Requires

More information

The Board of County Road Commissioners of the County of Kent met in the. The regular meeting was called to order by Commissioner Rambo, Chairman

The Board of County Road Commissioners of the County of Kent met in the. The regular meeting was called to order by Commissioner Rambo, Chairman 1500 Scribner Avenue, NW Grand Rapids, MI 49504 The Board of County Road Commissioners of the County of Kent met in the Road Commission Offices. The regular meeting was called to order by Commissioner

More information

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards.

Existing and proposed contours at 1-foot intervals. The fill and/or excavation quantities in cubic yards. PLAN REQUIREMENTS The plans for street design shall conform to the requirements of Sections 3 and 4. The following requirements shall also be shown on the plans where applicable. Road and Storm Plans:

More information

Research. Maria Masten, P.E and Gordy Bruhn MnDOT Concrete Engineering Unit CPAM Concrete Paving Workshop March 9, 2017

Research. Maria Masten, P.E and Gordy Bruhn MnDOT Concrete Engineering Unit CPAM Concrete Paving Workshop March 9, 2017 MnDOT Update on Full Depth Repairs Research Maria Masten, P.E and Gordy Bruhn MnDOT Concrete Engineering Unit CPAM Concrete Paving Workshop March 9, 2017 What did we try? Epoxy dip and stick Epoxy double

More information

Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies

Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies 2 4 6 8 10 12 14 16 18 20 22 Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies Juan Antonio González-León* (corresponding author) Centre de Recherche Rhône-Alpes ARKEMA,

More information

* TP: +94(0)

*  TP: +94(0) 6 th International Conference on Structural Engineering and Construction Management 2015, Kandy, Sri Lanka, 11 th -13 th December 2015 SECM/15/137 Enhanced Performances for Marshall Properties of Hot Mix

More information

StreetPrint Templates Care and Maintenance Guide

StreetPrint Templates Care and Maintenance Guide StreetPrint Templates Care and Maintenance Guide Updated: Updated: Jan 2012 www.integratedpaving.com 1.800.688.5652 TEMPLATES - DESCRIPTION StreetPrint templates, designed and manufactured by Integrated

More information

I-45 INNOVATIVE TECHNOLOGY IN CONSTRUCTION

I-45 INNOVATIVE TECHNOLOGY IN CONSTRUCTION I-45 INNOVATIVE TECHNOLOGY IN CONSTRUCTION Fernando Pizarro Quintanar, P.E. Area Manager, Webber James Kennedy Sr. Project Manager, Webber PRESENTATION OUTLINE WHY INNOVATION IN CONSTRUCTION? WHAT MAIN

More information

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction

IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction IGGA Guide Specification: Dowel Bar Retrofit (DBR) Introduction This standard developed by the International Grooving and Grinding Association (IGGA) specifies the procedures for construction of dowel

More information

DIVISION PAVEMENT MARKINGS AND MARKERS

DIVISION PAVEMENT MARKINGS AND MARKERS DIVISION 61 66 PAVEMENT MARKINGS AND MARKERS 66.01 SCOPE: The purpose of these specifications is to describe the minimum requirements of the City of Chesapeake for pavement markings and shall be in addition

More information

USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS

USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS Larry Shively The Shelly Company Ohio Asphalt Paving & North Central User Producer Group Conference Columbus, Oh February 2, 2011 Background 10 million

More information

EXCAVATION AND BACKFILL

EXCAVATION AND BACKFILL Standard Specification 2565.3, 2451, and 1805 A basic understanding of specifications is needed to properly replace the disturbed soil and restore the condition of the excavated area. The size of the disturbed

More information

CITY OF TOMBALL. Section FIRE HYDRANTS 1.01 SECTION INCLUDES. A. Fire hydrants. B. Adjustment of fire hydrants and gate valves.

CITY OF TOMBALL. Section FIRE HYDRANTS 1.01 SECTION INCLUDES. A. Fire hydrants. B. Adjustment of fire hydrants and gate valves. Section 02520 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Fire hydrants. B. Adjustment of fire hydrants and gate valves. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment is on a unit price basis

More information

SUPPLEMENTARY STANDARD DETAIL DRAWINGS

SUPPLEMENTARY STANDARD DETAIL DRAWINGS CITY OF MAPLE RIDGE DESIGN AND CONSTRUCTION DOCUMENTS Part 4 SUPPLEMENTARY STANDARD DETAIL DRAWINGS September 2015 Updated: October 2015 THIS PAGE INTENTIONALLY LEFT BLANK City of Maple Ridge Supplementary

More information