Photographs: Acceptable, Unacceptable, and Unacceptably Repaired Precast Concrete Products

Size: px
Start display at page:

Download "Photographs: Acceptable, Unacceptable, and Unacceptably Repaired Precast Concrete Products"

Transcription

1 Photographs: Acceptable, Unacceptable, and Unacceptably Repaired Precast Concrete Products A Visual Aid For: Bureau of Materials and Physical Research s (BMPR) Policy Memorandum, Quality Control/Quality Assurance Program for Precast Concrete Products Page 1 of 63

2 Revision History and Document Control Photographs: Acceptable, Unacceptable, and Unacceptably Repaired Products will be reviewed by the Concrete Products Engineer annually and updated as necessary to reflect current policy. Updates are made to the electronic file as needed and hard copies are uncontrolled. Archive versions are available to examine in the Bureau of Materials and Physical Research (BMPR). Revision Date Description Approval 1/1/10 Revised annotations to existing photos. JAB 1/1/10 Added approximately 30 new photos with annotations. JAB 3/15/13 Added 2 new photos with annotations. JAB 3/15/13 Revised annotations to existing photos. JAB 3/7/14 Revised annotations to existing photos. JAB Page 2 of 63

3 REINFORCED CONCRETE PIPE - CRACKS Unacceptable Product: Cracks passes entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 3 of 63

4 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Width of surface crack in pipe is 0.01 in. (0.30 mm) or greater and exceeds 12 in. (300 mm) in length. See BMPR Policy Memo, Section 23, Point 2.c. Page 4 of 63

5 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Width of surface cracks in pipe are 0.01 in. (0.30 mm) or greater and summation of crack lengths exceed 24 in. (600 mm) in length. See BMPR Policy Memo, Section 23, Point 2.c. Page 5 of 63

6 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Crack passes entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 6 of 63

7 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Crack passes entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 7 of 63

8 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Crack passes entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 8 of 63

9 REINFORCED CONCRETE PIPE CRACKS Unacceptable Product: Crack passes entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 9 of 63

10 FLARED END SECTION OF CULVERT - CRACKS Unacceptable Product: Crack passes entirely through wall of end section. See BMPR Policy Memo, Section 23, Point 2.a. Page 10 of 63

11 REINFORCED CONCRETE PIPE HONEYCOMB (Outside) Unacceptable Product: Honeycomb or voids are deeper than 3/4 the depth of the coarse aggregate and exceeds 5 percent of the surface area of the pipe. See BMPR Policy Memo, Section 23, Point 3. Page 11 of 63

12 REINFORCED CONCRETE PIPE - HONEYCOMB (Inside) Unacceptable Product: Pipe with honeycomb or voids on the inside. See BMPR Policy Memo, Section 23, Point 3. Page 12 of 63

13 REINFORCED CONCRETE PRODUCT IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Reinforcement is exposed on exterior of pipe. See BMPR Policy Memo, Section 23, Point 5. Page 13 of 63

14 REINFORCED CONCRETE PIPE IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Reinforcement is exposed on exterior of pipe. See BMPR Policy Memo, Section 23, Point 5. Page 14 of 63

15 REINFORCED CONCRETE PIPE IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Shadowing (ghosting) may indicate insufficient concrete cover over reinforcement. Further investigation of this pipe determined that the depth of cover did not meet the Specification requirements. One method to verify adequate cover is to remove the concrete and expose the reinforcement at one location. See BMPR Policy Memo, Section 23, Point 5. Page 15 of 63

16 REINFORCED CONCRETE PIPE IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Shadowing (ghosting) may indicate insufficient concrete cover over reinforcement. Further investigation of this pipe determined that the depth of cover did not meet the Specification requirements. One method to verify adequate cover is to remove the concrete and expose the reinforcement at one location. See BMPR Policy Memo, Section 23, Point 5. Page 16 of 63

17 REINFORCED CONCRETE BOX CULVERT IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Reinforcement is exposed on inside of culvert. See BMPR Policy Memo, Section 23, Point 5. Page 17 of 63

18 MANHOLE CONE IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Reinforcement is exposed on outside of manhole cone. See BMPR Policy Memo, Section 23, Point 5. Page 18 of 63

19 REINFORCED CONCRETE PIPE IMPROPER REINFORCEMENT PLACEMENT Unacceptable Product: Reinforcement is exposed on inside of pipe. See BMPR Policy Memo, Section 23, Point 5. Page 19 of 63

20 REINFORCED CONCRETE PIPE PROPER REINFORCEMENT PLACEMENT Acceptable Product: The exposed ends of longitudinal steel, stirrups, lift holes, or spacers used to position the reinforcement (cage) during concrete placement is not a cause for rejection of this pipe. See BMPR Policy Memo, Section 23, Point 5. Page 20 of 63

21 REINFORCED CONCRETE PIPE CHIPPED OR DAMAGED ENDS Unacceptable Product: The damage is more than halfway into the pipe joint and has a length more than 10 percent of the end circumference or perimeter. See BMPR Policy Memo, Section 23, Point 6. Page 21 of 63

22 REINFORCED CONCRETE PIPE - CHIPPED OR DAMAGED ENDS Unacceptable Product: The damage is more than halfway into the pipe joint and has a length more than 10 percent of the end circumference or perimeter. See BMPR Policy Memo, Section 23, Point 6. Page 22 of 63

23 REINFORCED CONCRETE PIPE - CHIPPED OR DAMAGED ENDS Repairable Product: The damage is more than halfway into the joint, but the length is less than 10 percent of the end circumference or perimeter. See BMPR Policy Memo, Section 23, Point 6. Page 23 of 63

24 REINFORCED CONCRETE PIPE CHIPPED OR DAMAGED ENDS Repairable Product: The damage is more than halfway into the joint, but the length is less than 10 percent of the end circumference or perimeter. See BMPR Policy Memo, Section 23, Point 6. Page 24 of 63

25 REINFORCED CONCRETE PIPE CHIPPED OR DAMAGED ENDS Repairable Product: The length of the damage is more than 10 percent of the end circumference or perimeter but is less than halfway into the joint. See BMPR Policy Memo, Section 23, Point 6. Page 25 of 63

26 REINFORCED CONCRETE PIPE CHIPPED OR DAMAGED ENDS Repairable Product: The damage is more than halfway into the joint but has a length of less than 10 percent of the end circumference or perimeter. See BMPR Policy Memo, Section 23, Point 6. Page 26 of 63

27 REINFORCED CONCRETE PIPE OTHER DEFECTS Unacceptable Product: Concrete fell off of reinforcement due to too wet of a mixture. See BMPR Policy Memo, Section 23, Point 9. Page 27 of 63

28 REINFORCED CONCRETE PIPE - OTHER DEFECTS Unacceptable Product: Example of concrete defect. See BMPR Policy Memo, Section 23, Point 9. Page 28 of 63

29 REINFORCED CONCRETE PIPE - OTHER DEFECTS Unacceptable Product: Example of concrete defect. See BMPR Policy Memo, Section 23, Point 9. Page 29 of 63

30 OFFSET MANHOLE CONES OTHER DEFECTS Unacceptable Product: This is known as a blow out concrete sticking to interior form or falling out during form removal. See BMPR Policy Memo, Section 23, Point 9. Page 30 of 63

31 FLARED END SECTION OF CULVERT OTHER DEFECTS Repairable Product : Damaged end section may be repaired. See BMPR Policy Memo, Section 23, Point 9. Page 31 of 63

32 REINFORCED CONCRETE PIPE PHYSICAL MEASUREMENTS Unacceptable Product: Overpacking is excess material being present in the bell end due to concrete pipe equipment problems. See BMPR Policy Memo, Section 23, Point 1. Page 32 of 63

33 REINFORCED CONCRETE PIPE PHYSICAL MEASUREMENTS Unacceptable Product: Example of overpacking and featheredge. Excess material is present in bell end of pipe caused by mix packed past the end of barrel during production. See BMPR Policy Memo, Section 23, Point 1. Page 33 of 63

34 REINFORCED CONCRETE PIPE PHYSICAL MEASUREMENTS Unacceptable Product: Pipe spigot is out of round and does not meet dimensions or dimensional tolerances. See BMPR Policy Memo, Section 23, Point 1. Page 34 of 63

35 REINFORCED CONCRETE PIPE PHYSICAL MEASUREMENTS Unacceptable Product: Pipe exhibits interior delamination. In this case, also called blow out of concrete. See BMPR Policy Memo, Section 23, Point 1. Page 35 of 63

36 REINFORCED CONCRETE PIPE PHYSICAL MEASUREMENTS Unacceptable Product: Pipe exhibits delamination. See BMPR Policy Memo, Section 23, Point 1. Page 36 of 63

37 REINFORCED CONCRETE PIPE SMOOTHNESS Acceptable Product: Rough interior of pipe is caused by dry casting moisture levels not at optimum. Voids may be approaching exceedance of 1 percent of the interior surface area. Very borderline on being substantially free from surface roughness. In this case, however, inspector can accept product. See BMPR Policy Memo, Section 23, Points 3 and 4. Page 37 of 63

38 REINFORCED CONCRETE PIPE SMOOTHNESS Unacceptable Product: Interior of pipe is not substantially free from surface roughness. See BMPR Policy Memo, Section 23, Point 4. Page 38 of 63

39 REINFORCED CONCRETE PIPE SMOOTHNESS Unacceptable Product: Interior of pipe is not substantially free from surface roughness. See BMPR Policy Memo, Section 23, Point 4. Page 39 of 63

40 REINFORCED CONCRETE PIPE - SMOOTHNESS AND OTHER DEFECTS Unacceptable Product: Example of unacceptable workmanship of pipe tee collar. See BMPR Policy Memo, Section 23, Points 4 and 9. Other Defects for this case include mortar used in joint contaminated with a foreign substance. The pipe tee collar looked acceptable when it arrived on jobsite but became unacceptable when mortar in joint of pipe tee collar expanded after being buried and exposed to ground moisture. Page 40 of 63

41 REINFORCED CONCRETE PIPE - ELBOW Acceptable Product: Example of good workmanship on elbow. Page 41 of 63

42 REINFORCED CONCRETE PIPE - ELBOW Acceptable Product: Example of good workmanship on elbow. Page 42 of 63

43 REINFORCED CONCRETE PIPE - ELBOW Unacceptable Product: Concrete material failure in joint resulting in cracks that pass entirely through wall of pipe. See BMPR Policy Memo, Section 23, Point 2.a. Page 43 of 63

44 REINFORCED CONCRETE PRODUCT - FLARED END SECTION OF CULVERT Acceptable Product: Example of an acceptable flared end section with grate and toe wall. Page 44 of 63

45 TEMPORARY CONCRETE BARRIER - CONNECTION DETAIL Acceptable Joint: Example of IDOT s joint design detail for temporary concrete barrier. See Highway Standard Page 45 of 63

46 REINFORCED CONCRETE PIPE - REPAIRS Acceptable Repair: Pipe joint repair shows good bond and conformance with physical dimensions. See BMPR Policy Memo, Section 24, Points 2 and 4. Page 46 of 63

47 REINFORCED CONCRETE PIPE REPAIRS Unacceptable Repair: Pipe joint repair indicates a poor bond and cracking. See BMPR Policy Memo, Section 24, Points 2 and 4. Page 47 of 63

48 REINFORCED CONCRETE PIPE REPAIRS Acceptable Repair: Example of acceptable patch. See BMPR Policy Memo, Section 24, Points 2 and 4. Page 48 of 63

49 REINFORCED CONCRETE PIPE REPAIRS Acceptable Repair: Example of acceptable patch. See BMPR Policy Memo, Section 24, Points 2 and 4. Page 49 of 63

50 REINFORCED CONCRETE PIPE - IDENTIFICATION MARKINGS Acceptable Markings: Example of complete and legible identification markings. Read pipe diameter (24 ), producer mark (ACPI), specification (C 76), class (III) and date ( ). Reject product if the identification markings are not legible or absent. See BMPR Policy Memo, Section 19.5, Section 23 - Point 7 and Attachment C. Page 50 of 63

51 REINFORCED CONCRETE PIPE IDENTIFICATION MARKINGS Acceptable Markings: Example of complete and legible identification markings. Read pipe diameter (36 ), producer mark (NCP), specification (C 76), class (3) and date ( ). Reject product if the identification markings are not legible or are absent. See BMPR Policy Memo, Section 19.5, Section 23 - Point 7 and Attachment C. Page 51 of 63

52 MANHOLE CONES - IDENTIFICATION MARKINGS Acceptable Markings: Example of complete and legible identification markings. Read producer mark (MBM), specification (M 199), pipe diameter (48 ), and date ( ). Reject product if the identification markings are not legible or are absent. See BMPR Policy Memo, Section 19.5, Section 23 - Point 7 and Attachment C. Page 52 of 63

53 TEMPORARY CONCRETE BARRIER - IDENTIFICATION MARKINGS Unacceptable Markings: Example of illegible markings for barrier. See BMPR Policy Memo, Section 19.5, Section 23 - Point 7 and Attachment C. Page 53 of 63

54 REINFORCED CONCRETE PRODUCT REJECTED PRODUCT MARKINGS Acceptable Practice: Example of acceptable rejected product markings. See BMPR Policy Memo, Section 2.3. Page 54 of 63

55 REINFORCED CONCRETE PRODUCT REJECTED PRODUCT MARKINGS Acceptable Practice: Example of acceptable rejected product markings. See BMPR Policy Memo, Section 2.3. Page 55 of 63

56 REINFORCED CONCRETE PIPE PRODUCT STORAGE Acceptable Practice: Pipe storage yard. See BMPR Policy Memo, Section 21. Page 56 of 63

57 REINFORCED CONCRETE PIPE PRODUCT STORAGE Poor Practice: Example of poor practice. Excessively high pipe stacking can cause damage. See BMPR Policy Memo, Section 21. Page 57 of 63

58 REINFORCED CONCRETE PIPE PRODUCT STORAGE Acceptable Practice: Example of acceptable pipe stacking. See BMPR Policy Memo, Section 21. Page 58 of 63

59 MANHOLE CONES - PRODUCT STORAGE Acceptable Practice: Good yard stacking with gravel base. See BMPR Policy Memo, Section 21. Page 59 of 63

60 RISER COLLARS PRODUCT STORAGE Acceptable Practice: Example of assembled stack of riser collars. See BMPR Policy Memo, Section 21. Page 60 of 63

61 CATCH BASINS PRODUCT STORAGE Acceptable Practice: Good yard stacking with gravel base. See BMPR Policy Memo, Section 21. Page 61 of 63

62 TEMPORARY CONCRETE BARRIERS PRODUCT STORAGE Acceptable Practice: Example of temporary concrete barrier yard. See BMPR Policy Memo, Section 21. Page 62 of 63

63 TEMPORARY CONCRETE BARRIERS PRODUCT STORAGE Acceptable Practice: Example of temporary concrete barrier yard. See BMPR Policy Memo, Section 21. Page 63 of 63

PRE INSTALLATION MANUAL

PRE INSTALLATION MANUAL REINFORCED CONCRETE PIPE PRE INSTALLATION INSPECTION & REPAIR MANUAL Kentucky Transportation Cabinet Kentucky Department of Highways Division of Materials 1227 Wilkinson Boulevard Frankfort, KY 40601 (502)

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

Georgia Department of Transportation. Office of Materials and Research. Standard Operating Procedure (SOP) 19

Georgia Department of Transportation. Office of Materials and Research. Standard Operating Procedure (SOP) 19 Laboratory SOP 19 Revised July 1, 2003 Georgia Department of Transportation Office of Materials and Research Standard Operating Procedure (SOP) 19 This Standard Operating Procedure provides a means whereby

More information

MATERIALS DIVISION MEMORANDUM

MATERIALS DIVISION MEMORANDUM MATERIALS DIVISION MEMORANDUM GENERAL SUBJECT: Precast Concrete SPECIFIC SUBJECT: Quality Control Plan Review Check list; Approved list Nos. 26 and 34; Precast Repair Manual NUMBER: MD 286-06 DATE: December

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

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS

SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING

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

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

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL

DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant

More information

DIVISION 4300 STORM DRAINAGE

DIVISION 4300 STORM DRAINAGE DIVISION 4300 STORM DRAINAGE SECTION 4305 STORM SEWER PART 1 - GENERAL 1.01 SCOPE This section covers the construction of storm sewers for the collection and transport of stormwater runoff. 1.02 REFERENCES

More information

SECTION 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES

SECTION 33 05 16.13 PRECAST CONCRETE UTILITY STRUCTURES SECTION 33 05 16.13 PRECAST CONCRETE PART 1 - GENERAL 1.01 SECTION INCLUDES A. This item shall consist of the construction of both sanitary and storm sewer precast concrete manholes in accordance with

More information

Inspection Manual for Precast Concrete Pipe and Structures

Inspection Manual for Precast Concrete Pipe and Structures Inspection Manual for Precast Concrete Pipe and Structures May 2014 Table of Contents Chapter One Precast Concrete Pipe and Structures Certified Precast Concrete Producer.. 1-1 Materials Material Testing

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

NAPCA BULLETIN 18-99 APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE

NAPCA BULLETIN 18-99 APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE NAPCA BULLETIN 18-99 APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE GENERAL a. These specifications may be used in whole or in part by any party without

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

DMS - 7310 REINFORCED CONCRETE PIPE AND MACHINE-MADE PRECAST CONCRETE BOX CULVERT FABRICATION AND PLANT QUALIFICATION

DMS - 7310 REINFORCED CONCRETE PIPE AND MACHINE-MADE PRECAST CONCRETE BOX CULVERT FABRICATION AND PLANT QUALIFICATION DMS - 7310 REINFORCED CONCRETE PIPE AND MACHINE-MADE PRECAST CONCRETE BOX CULVERT FABRICATION EFFECTIVE DATE: APRIL 2012 7310.1. Description. This specification will govern for the fabrication of machine-made

More information

Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS

Section 2 Specification 2.18 Concrete and/or Corrugated Steel Storm Sewer TABLE OF CONTENTS TABLE OF CONTENTS 2.18 CONCRETE AND/OR CORRUGATED STEEL STORM SEWER... 1 2.18.1 GENERAL... 1 2.18.2 MATERIALS... 1 2.18.2.1 Storm Sewer Pipe... 1 2.18.2.2 Cement Mortar... 1 2.18.2.3 Granular Materials...

More information

SECTION 300 STORM SEWER AND SUMP PUMP DRAIN SYSTEMS

SECTION 300 STORM SEWER AND SUMP PUMP DRAIN SYSTEMS SECTION 300 STORM SEWER AND SUMP PUMP DRAIN SYSTEMS Section Title Page 301 General................................... 18 302 Materials.................................. 18 303 Design Requirements........................

More information

TABLE OF CONTENTS SECTION 300 STORM SEWER

TABLE OF CONTENTS SECTION 300 STORM SEWER TABLE OF CONTENTS SECTION 300 STORM SEWER Starts on Page 300 GENERAL... 2 301 MATERIALS... 2 302 CONSTRUCTION PROCEDURES... 5 303 TESTING... 5 304 ABANDONMENT OF EXISTING STORM SEWER FACILITIES... 6 305

More information

Pipe Product Catalog Table of Contents

Pipe Product Catalog Table of Contents Pipe Product Catalog Table of Contents Section A: Drawing #: Page Description A1 Reinforced Concrete Pipe A3 Storm Manhole Sizing Chart (48" - 96") A3.1 Storm Manhole Sizing Chart (108" - 144") A4 48"

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

SANITARY SEWER MANHOLE CONSTRUCTION 2.2 PORTLAND CEMENT AND PORTLAND CEMENT CONCRETE (PCC):

SANITARY SEWER MANHOLE CONSTRUCTION 2.2 PORTLAND CEMENT AND PORTLAND CEMENT CONCRETE (PCC): PART 1 GENERAL 1.1 SCOPE: A. This item includes the work necessary for the construction and installation of sanitary sewer manholes. B. The Contractor may, at his option, use cast-in-place type manholes,

More information

TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE

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

More information

PERFORMANCE GUIDELINES

PERFORMANCE GUIDELINES 1. Foundation/Basement 17 PERFORMANCE GUIDELINES 1. FOUNDATION/BASEMENT 1.1 Efflorescence on concrete or masonry surfaces Efflorescence is the formation of a white crystalline or powdery deposit on the

More information

SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS

SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS SECTION 02720 SANITARY SEWER AND STORM DRAIN SYSTEMS PART 1 GENERAL 1.01 SECTION INCLUDES A. The requirements for pipe material and installation in sewer and drainage collection systems. All materials

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 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or

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

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

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

SECTION 02612 NONREINFORCED CONCRETE SEWER PIPE

SECTION 02612 NONREINFORCED CONCRETE SEWER PIPE SECTION 02612 PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Furnishing and installing nonreinforced concrete sewer pipe. Provide concrete sewer pipe less than 12 inches in diameter, and in other sizes

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

Metropolitan Builders Association Masonry & Concrete Standard

Metropolitan Builders Association Masonry & Concrete Standard Metropolitan Builders Association Masonry & Concrete Standard Background Masonry and concrete work in residential construction often provides the base structure upon which the house is built or as a veneer.

More information

Section 8.1 Volume I QUALITY ASSURANCE PROGRAM OF PRECAST PRESTRESSED CONCRETE PRODUCTS

Section 8.1 Volume I QUALITY ASSURANCE PROGRAM OF PRECAST PRESTRESSED CONCRETE PRODUCTS Section 8.1 Volume I QUALITY ASSURANCE PROGRAM OF PRECAST PRESTRESSED CONCRETE PRODUCTS 8.1.1 PURPOSE This procedure provides guidelines related to the implementation of quality control and quality assurance

More information

Specifications for Residential Property Owners Connection to New Public Sewer

Specifications for Residential Property Owners Connection to New Public Sewer Specifications for Residential Property Owners Connection to New Public Sewer Spalding Tract property owners are required to connect to the community sewer system when construction is complete and the

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1100 SLIP-LINING SANITARY SEWERS ITEM NO. 1100 SLIP-LINING SANITARY SEWERS 1100.1 DESCRIPTION: This item shall consist of slip-lining sanitary sewer pipe, which is accomplished by pulling or pushing liner pipe into existing sewers by

More information

September 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900

September 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900 September 1, 2003 CONCRETE MANUAL 5-694.900 5-694.901 GENERAL CONCRETE PAVEMENT REHABILITATION 5-694.900 Concrete Pavement Rehabilitation is an extremely valuable tool of the Minnesota Department of Transportation

More information

Specification for Cast-in-Place Concrete Pipe

Specification for Cast-in-Place Concrete Pipe ACI 346-01 Specification for Cast-in-Place Concrete Pipe Reported by ACI Committee 346 Eric T. Moran Chairman Curtiss W. Gilley Secretary James B. Bennett Gordon Bluth Robert G. Gofonia Alfred L. Kaufman,

More information

Prequalification Requirements For Precast Concrete Drainage Products

Prequalification Requirements For Precast Concrete Drainage Products Prequalification Requirements For Precast Concrete Drainage Products June 2010 Rev. 9, June 2010 Prequalification Requirements For Precast Concrete Drainage Products August 1998; Rev. 1, June 1999; Rev.

More information

IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION. Generated: Sergiy Papyshev Engineering. Approved: Don Prysi Manufacturing. Approved: Merzuk Ramic Quality

IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION. Generated: Sergiy Papyshev Engineering. Approved: Don Prysi Manufacturing. Approved: Merzuk Ramic Quality IHSS-N1 WELDED HONEYCOMB CORE SPECIFICATION Generated: Sergiy Papyshev Engineering Approved: Don Prysi Manufacturing Approved: Merzuk Ramic Quality Approved: Steven Barnett Administrative DATE DATE DATE

More information

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit

More information

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily

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

SECTION 724 PIPE CULVERTS

SECTION 724 PIPE CULVERTS SECTION 724 PIPE CULVERTS 724.1 Description. This work shall consist of providing pipe or pipe arch of the diameter or shape designated, laid upon a firm bed and backfilled as specified. Where appropriate

More information

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST

SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard

More information

APPENDIX K PIPE INSPECTION

APPENDIX K PIPE INSPECTION APPENDIX K PIPE INSPECTION **Virginia Test Method 123** Post Installation Inspection of Buried Storm Drain Pipe and Pipe Culverts June 25, 2010 SCOPE For all roadway projects that are constructed by private

More information

SECTION 9.02 BUILDING SUBSURFACE DRAINS (PERIMETER, ETC.)

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

More information

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

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Introduction Wastewater of petrochemical industries and refineries contains high amounts of emulsified aliphatic or

More information

SECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE

SECTION 15076 CEMENT-MORTAR LINED AND COATED STEEL PIPE SECTION 15076 CEMENT-MORTAR LINED AND COATED (CML&C) STEEL PIPE PART 1 GENERAL 1.01 DESCRIPTION This section designates the requirements for steel pipe fabrication, test in shop, installation of steel

More information

SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.

SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors. SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION

More information

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe. SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price

More information

Section 02702 SEWER PIPE INSTALLATION AND TESTING

Section 02702 SEWER PIPE INSTALLATION AND TESTING PART 1 - GENERAL Section 02702 SEWER PIPE INSTALLATION AND TESTING 1-1. SCOPE. This section covers the installation and testing of all sewer pipe furnished under the following specification sections: Concrete

More information

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing

More information

100% Solids, VOC Free Protective Epoxy Coatings For Manholes, Lift Stations & Water & WWTP Structures. Gerhard (Gerry) P. Muenchmeyer, P.E.

100% Solids, VOC Free Protective Epoxy Coatings For Manholes, Lift Stations & Water & WWTP Structures. Gerhard (Gerry) P. Muenchmeyer, P.E. 100% Solids, VOC Free Protective Epoxy Coatings For Manholes, Lift Stations & Water & WWTP Structures Gerhard (Gerry) P. Muenchmeyer, P.E. Epoxy Coatings Verses Paint Compared to paints, epoxy coatings

More information

PIPE, MANHOLE & PRECAST SOLUTIONS

PIPE, MANHOLE & PRECAST SOLUTIONS PIPE, MANHOLE & PRECAST SOLUTIONS PIPE MANHOLE PRECAST BRITISH COLUMBIA ALBERTA SASKATCHEWAN MANITOBA Reinforced Concrete Pipe Solutions Bell and Spigot Diameter, mm (in) Length/Piece, m Weight/m, kg (lb)

More information

SECTION 03300 CAST-IN-PLACE CONCRETE

SECTION 03300 CAST-IN-PLACE CONCRETE SECTION 03300 PART 1 GENERAL 1.01 DESCRIPTION This section describes materials and methods for formwork, reinforcement, mixing, placement, curing and repairs of concrete, and the use of cementations materials

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

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

738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted 02-20-14)

738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted 02-20-14) POLYMERIC CONCRETE BRIDGE DECK OVERLAY (Adopted 02-20-14) Description The polymeric concrete bridge deck overlay shall consist of an epoxy polymer that acts together with special aggregate to form an overlay

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

STANDARD SPECIFICATIONS & CONSTRUCTION DETAILS MANUAL SECTION 5 - STORM DRAINAGE. 5.01 Design

STANDARD SPECIFICATIONS & CONSTRUCTION DETAILS MANUAL SECTION 5 - STORM DRAINAGE. 5.01 Design SECTION 5 - STORM DRAINAGE 5.01 Design Storm drainage facilities shall be designed in accordance with the goals and guidelines set forth in the Unified Development Ordinance. The goal shall be to collect

More information

SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION

SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION SPECIFICATION FOR PIPE SUBSOIL DRAIN CONSTRUCTION 1. SCOPE Pipe subsoil drains shall be constructed in accordance with this specification and in conformity with the lines, grades and cross-sections shown

More information

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials.

A. Contractor shall furnish, to the Engineer, all materials certifications available from the manufacturer for all required materials. PART 1 GENERAL 1.1 SCOPE A. This item shall include the work necessary for the installation of storm sewer line construction. B. Reference Section 3800 Trenching and Backfill and the General Conditions,

More information

SECTION PLASTIC LAMINATE PLASTIC LAMINATE

SECTION PLASTIC LAMINATE PLASTIC LAMINATE SECTION 06240 - PLASTIC LAMINATE 06240-1 PART ONE: GENERAL 1.1 Description PLASTIC LAMINATE 1.1.1 Work of this Section, as shown or specified, shall be provided by the Interior Contractor and shall be

More information

SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS

SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS SECTION 33 31 00.13 ABANDONMENT OF SEWER MAINS PART 1: GENERAL 1.01 SECTION INCLUDES A. Abandonment in place, by cutting and capping, of existing sewers, junction structures, manholes, service lines, and

More information

INDEX. Sec. No. Items Page Nos.

INDEX. Sec. No. Items Page Nos. INDEX Sec. No. Items Page Nos. 1. Types of Pipe............... MSSP- 2 2. Concrete Pipe............... MSSP- 2 thru MSSP-3 3. ABS and PVC Truss Pipe............... MSSP- 3 4. ABS and PVC Solid Wall Pipe...............

More information

SECTION III DRAINAGE

SECTION III DRAINAGE SECTION III DRAINAGE TOC-III.1 of 5 TABLE OF CONTENTS DRAINAGE FACILITIES No. Title D-1 Standard Underdrains D-2 Longitudinal Underdrain for Flexible Paving D-3 Spring Control Method & Detail D-4 Trench

More information

Section 402. STORM SEWERS

Section 402. STORM SEWERS 402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide

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

City of West Linn Public Works Standard Construction Specifications. Table of Contents

City of West Linn Public Works Standard Construction Specifications. Table of Contents City of West Linn Public Works Standard Construction Specifications Table of Contents DIVISION SIX STORM DRAIN TECHNICAL REQUIREMENTS... 1 601 PIPE AND FITTINGS... 1 601.01 Description...1 601.02 Materials...1

More information

SECTION 200: STORM SEWER CONSTRUCTION STANDARDS

SECTION 200: STORM SEWER CONSTRUCTION STANDARDS SECTION 200: STORM SEWER CONSTRUCTION STANDARDS Page No. Description 200-2 201 GENERAL 200-2 201.1 SPECIFICATIONS 200-2 201.2 CONNECTION TO EXISTING FACILITIES 200-3 202 MATERIALS 200-3 202.1 PIPES 200-4

More information

PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007

PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007 PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT November 2007 PURPOSE OF INVESTIGATION Determine possible locations of moisture intrusion into and through facade. Determine cause of horizontal and vertical

More information

MATERIALS STORM DRAIN PIPE TABLE OF CONTENTS

MATERIALS STORM DRAIN PIPE TABLE OF CONTENTS TABLE OF CONTENTS 1. TYPES OF STORM DRAIN PIPE AND JOINTS... 2 2. MANHOLES, CATCH BASINS AND INLETS BLOCK AND BRICK... 3 3. PRECAST MANHOLES, CATCH BASINS AND INLETS... 4 4. STORM DRAIN STUBS... 4 5. STORM

More information

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions.

SECTION LS 2530 SANITARY SEWERS. A. General: Submit the following in accordance with The General Conditions. SECTION LS 2530 SANITARY SEWERS PART 1 GENERAL 1.1 SUBMITTALS A. General: Submit the following in accordance with The General Conditions. 1. Product data for drainage piping specialties. 2. Shop drawings

More information

Table of Contents. 2015 Con Cast Pipe Price List - Page 1

Table of Contents. 2015 Con Cast Pipe Price List - Page 1 Table of Contents Conditions of Sale - Pages 2 & 3 Reinforced Concrete Pipe, Caps, and Plugs - Page 4 Scribed Holes & Knockouts - Page 4 Reducers & Increasers - Page 4 Concrete Pipe Approximate Mass &

More information

NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS

NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS NRDCA 400 GUIDELINE FOR FIELD APPLICATION of LIGHTWEIGHT INSULATING CONCRETE REROOFING/RECOVER SYSTEMS The (NRDCA) has prepared this document to provide customers and installers information that the industry

More information

SaniTite HP Sewer Pipe 750 mm 1500 mm

SaniTite HP Sewer Pipe 750 mm 1500 mm SaniTite HP Sewer Pipe 750 mm 1500 mm sanitite HP SEWER Pipe 750mm 1500mm Extended bell and spigot Certified to CSA B182.13 A new addition to our proven line of pipe products, SaniTite HP (High Performance)

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

SECTION 33 41 00 REINFORCED CONCRETE PIPE. A. The following is a list of SPECIFICATIONS, which may be related to this section:

SECTION 33 41 00 REINFORCED CONCRETE PIPE. A. The following is a list of SPECIFICATIONS, which may be related to this section: SECTION 33 41 00 REINFORCED CONCRETE PIPE PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes construction of reinforced concrete pipe for storm drainage, culverts, and sanitary sewer, including

More information

SECTION 7- STORM SEWER

SECTION 7- STORM SEWER SECTION 7- STORM SEWER 7.1. STORM SEWERS.... 7-1 7.2. SUMP DRAINS... 7-3 7.3. CATCH BASINS... 7-3 7.4. MANHOLES... 7-4 7.5. STORM SEWER CALCULATIONS... 7-4 7.6. CULVERTS AND BRIDGES... 7-5 7.7. OPEN CHANNELS...

More information

Sewer Rehabilitation Design Requirements

Sewer Rehabilitation Design Requirements Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities Program Sewer Rehabilitation Design Requirements City of Baton Rouge/Parish of East Baton Rouge Department of Public Works Submitted by Prepared

More information

CCTV of Stormwater Systems. Cairns Regional Council. Commentary Guidelines #4037587

CCTV of Stormwater Systems. Cairns Regional Council. Commentary Guidelines #4037587 CCTV of Stormwater Systems Cairns Regional Council Commentary Guidelines Introduction Councils inherit assets through the donated asset process. In doing so, Councils immediately receive assets that are

More information

PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE

PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0

More information

Unit Price Averages Reports

Unit Price Averages Reports Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation

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

SECTION 600 INCIDENTAL CONSTRUCTION

SECTION 600 INCIDENTAL CONSTRUCTION 601.1 601.2(a) SECTION 600 INCIDENTAL CONSTRUCTION SECTION 601 PIPE CULVERTS 601.1 DESCRIPTION This work is construction or reconstruction, inspection, and cleaning of pipe culverts; including subsurface

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

WINDOW INSTALLATION GUIDE FOR NEW CONSTRUCTION - WOOD FRAMING

WINDOW INSTALLATION GUIDE FOR NEW CONSTRUCTION - WOOD FRAMING WINDOW INSTALLATION GUIDE FOR NEW CONSTRUCTION - WOOD FRAMING IMPORTANT NOTICES AND INFORMATION Read these instructions in their entirety prior to installing windows. Any local building code requirements

More information

External Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902

External Wrapping of Steel Riser Pipe. Case Study HJ3 CS200902 External Wrapping of Steel Riser Pipe Case Study HJ3 CS200902 Introduction Refineries process a wide variety of petroleum products. As part of the process, they rely on cooling towers, which recycle water

More information

SECTION 9. All sewer laterals shall tie into the sewer main lines unless approved by the City Engineer.

SECTION 9. All sewer laterals shall tie into the sewer main lines unless approved by the City Engineer. SECTION 9 SEWER/DRAINAGE LINES 9.1 GENERAL This section covers the requirements for piping materials and installation in the Cedar Hills City sewer and drainage collection system. All materials and workmanship

More information

STANDARD SPECIFICATIONS FOR STORM SEWER CONSTRUCTION CITY OF PLYMOUTH, MINNESOTA

STANDARD SPECIFICATIONS FOR STORM SEWER CONSTRUCTION CITY OF PLYMOUTH, MINNESOTA STANDARD SPECIFICATIONS FOR STORM SEWER CONSTRUCTION CITY OF PLYMOUTH, MINNESOTA MARCH 2014 ENGINEERING DIVISION 3400 PLYMOUTH BLVD. PLYMOUTH, MN USA 55447-1482 TELEPHONE (763) 509-5500 Doran M. Cote,

More information

Williamson and Associates, Inc. Report of Building Exterior Condition Evaluation, dated January 2 nd, 2013. (68 pages)

Williamson and Associates, Inc. Report of Building Exterior Condition Evaluation, dated January 2 nd, 2013. (68 pages) INNOVATIVE BUILDING AND ARCHITECTURE CONSULTANTS Mr. Bud Hall Senior Vice President of construction Turnberry Associates 19501 Biscayne Boulevard, Suite 400 Aventura, FL 33180 Subject: The Nashville Hilton

More information

TYPICAL SECTION - 24'/28' STRIP PAVING TYPICAL SECTION - 24'/28' GRAVEL STREET TYPICAL SECTIONS FOR 24'/28' STRIP PAVING AND GRAVEL STREETS

TYPICAL SECTION - 24'/28' STRIP PAVING TYPICAL SECTION - 24'/28' GRAVEL STREET TYPICAL SECTIONS FOR 24'/28' STRIP PAVING AND GRAVEL STREETS TYPICAL SECTION - 24'/28' STRIP PAVING TYPICAL SECTION - 24'/28' GRAVEL STREET TYPICAL SECTIONS FOR 24'/28' STRIP PAVING AND GRAVEL STREETS PAVEMENT WIDTH (B) PAVEMENT (C) LIP C&G (D) F.L. C&G (E) BACK

More information

Concrete Repair. Applications and Procedures

Concrete Repair. Applications and Procedures Concrete Repair Applications and Procedures Objectives Identify what surface preparation is needed Identify typical modes of failure and testing methods How to choose the correct material for the repair

More information

HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com

HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com, 2011 TO: Mr. REF: CONDITION OF PROPERTY SURVEY Dear Mr. : At your request,

More information

SECTION PRECAST CONCRETE UTILITY STRUCTURES. 1. Trench excavation, backfill, and compaction; Section

SECTION PRECAST CONCRETE UTILITY STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 03400-1 of 8 SECTION 03400 PRECAST CONCRETE UTILITY STRUCTURES 03400.01 GENERAL A. Description Precast concrete utility structures shall include, but not necessarily be limited to, furnishing and installing

More information

CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS

CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS August 2010 CW 2130 - GRAVITY SEWERS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard Details...

More information

Amendment Register. Description. 1.0 Original issue Oct 2001

Amendment Register. Description. 1.0 Original issue Oct 2001 Ed/Rev Number Section Number Amendment Register Description 1.0 Original issue Oct 2001 2.0 1.3 3.3 1.3 Specifications for Small and Large Box Culverts modified to use QMRD Specifications Box culverts

More information

Stormwater/Wetland Pond Construction Inspection Checklist

Stormwater/Wetland Pond Construction Inspection Checklist : Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials

More information