2771005.06 JOINT MATERIALS FOR TRANSVERSE EXPANSION JOINT (TYPE EJ-1 1/2 Inches)

1005.06 Joint Materials for Transverse Expansion

JOINT (TYPE EJ -1 1/2 INCHES).

1005.06.1 Type EJ -1 1/2 Inches: System shall be an approved

product listed on the Approved Materials List and comply with ASTM D7174, Type I.

1005.06.2 Type E J-4 Inches: System shall comply with ASTM

D7174, Type I, with the following exceptions. The material shall be a preformed polyurethane (or other approved equal) foam, and the preformed cross section shall be semi -open cell, homogenous without lamination s. Table 1005 -5 Elastomeric Sheet Properties Elastomeric Sheet Property ASTM Test Method Value Durometer (Shore A) D2240 60 +/ - 5 Tensile Strength D412 2000 psi. minimum Elongation at Break D412 250% minimum Heat Aged at 212°F, 70 hrs. Durometer (Shore A) D573 +10, -0 point change Tensile Strength D573 20 max. % loss Elongation at Break D573 20 max. % loss Tear Strength (Die C) D624 120 ppi. minimum Oil Swell at 212°F, 70 hrs. using ASTM Oil No. 3 Change in Weight D471 45 maximum % gain Change in Volume D471 120 maximum % gain Change in Tensile Strength D471 70 maximum % loss Change in Elongation at Break D471 55 maximum % loss Ozone Resistance at 100°F, 100 hrs., 100 PPHM Ozone, under 20% strain D1149 No cracks when tested with Method “B” Breaking Strength of Finished Fabric: Take sample transverse to trough centerline, or random sample from curtain. D5034 700 ppi. minimum

1005.06 Joint Materials for Transverse Expansion

JOINT (TYPE EJ -1 1/2 INCHES).

1005.06.1 Type EJ -1 1/2 Inches: System shall be an approved

product listed on the Approved Materials List and comply with ASTM D7174, Type I.

1005.06.2 Type E J-4 Inches: System shall comply with ASTM

D7174, Type I, with the following exceptions. The material shall be a preformed polyurethane (or other approved equal) foam, and the preformed cross section shall be semi -open cell, homogenous without lamination s. Table 1005 -5 Elastomeric Sheet Properties Elastomeric Sheet Property ASTM Test Method Value Durometer (Shore A) D2240 60 +/ - 5 Tensile Strength D412 2000 psi. minimum Elongation at Break D412 250% minimum Heat Aged at 212°F, 70 hrs. Durometer (Shore A) D573 +10, -0 point change Tensile Strength D573 20 max. % loss Elongation at Break D573 20 max. % loss Tear Strength (Die C) D624 120 ppi. minimum Oil Swell at 212°F, 70 hrs. using ASTM Oil No. 3 Change in Weight D471 45 maximum % gain Change in Volume D471 120 maximum % gain Change in Tensile Strength D471 70 maximum % loss Change in Elongation at Break D471 55 maximum % loss Ozone Resistance at 100°F, 100 hrs., 100 PPHM Ozone, under 20% strain D1149 No cracks when tested with Method “B” Breaking Strength of Finished Fabric: Take sample transverse to trough centerline, or random sample from curtain. D5034 700 ppi. minimum

1005.06 Joint Materials for Transverse Expansion

JOINT (TYPE EJ -1 1/2 INCHES).

1005.06.1 Type EJ -1 1/2 Inches: System shall be an approved

product listed on the Approved Materials List and comply with ASTM D7174, Type I.

1005.06.2 Type E J-4 Inches: System shall comply with ASTM

D7174, Type I, with the following exceptions. The material shall be a preformed polyurethane (or other approved equal) foam, and the preformed cross section shall be semi -open cell, homogenous without lamination s. The load required to compress test specimens by 25 percent (to 75 percent of original thickness) shall not be less than 3 psi (21 kPa). Dimensional tolerances shall be: Tolerance, inches (mm) Thickness: +/- 5% (+/- 5%) Depth: +/- 0.4 (+/- 10) Length: +3.0, -0 (+80, -0) The cross section shape shall allow easy installation in the pavement joint with parallel sides and shall be sufficiently self -locking to prevent the material from floating out of the joint. The molded polyurethane foam shall be free of defects and internal voids greater than 1/2 inch (13 mm). When the joint filler is used to form the joint, the self -locking feature will not be required and the joint filler will extend full depth. Use lubricant -adhesive recommended by the join t filler manufacturer and apply according to the manufacturer's directions.

1005.07 Waterstops.

1005.07.1 Copper Waterstops: Comply with ASTM B370, soft

temper.

1005.07.2 Polyvinyl Chloride (PVC) Waterstops: Comply with

1005.07.3 Rubber Waterstops: Comply with U. S. Army Corps of

Engineers’ Specification CRD -C 513. The load required to compress test specimens by 25 percent (to 75 percent of original thickness) shall not be less than 3 psi (21 kPa). Dimensional tolerances shall be: Tolerance, inches (mm) Thickness: +/- 5% (+/- 5%) Depth: +/- 0.4 (+/- 10) Length: +3.0, -0 (+80, -0) The cross section shape shall allow easy installation in the pavement joint with parallel sides and shall be sufficiently self -locking to prevent the material from floating out of the joint. The molded polyurethane foam shall be free of defects and internal voids greater than 1/2 inch (13 mm). When the joint filler is used to form the joint, the self -locking feature will not be required and the joint filler will extend full depth. Use lubricant -adhesive recommended by the join t filler manufacturer and apply according to the manufacturer's directions.

1005.07 Waterstops.

1005.07.1 Copper Waterstops: Comply with ASTM B370, soft

temper.

1005.07.2 Polyvinyl Chloride (PVC) Waterstops: Comply with

1005.07.3 Rubber Waterstops: Comply with U. S. Army Corps of

Engineers’ Specification CRD -C 513. The load required to compress test specimens by 25 percent (to 75 percent of original thickness) shall not be less than 3 psi (21 kPa). Dimensional tolerances shall be: Tolerance, inches (mm) Thickness: +/- 5% (+/- 5%) Depth: +/- 0.4 (+/- 10) Length: +3.0, -0 (+80, -0) The cross section shape shall allow easy installation in the pavement joint with parallel sides and shall be sufficiently self -locking to prevent the material from floating out of the joint. The molded polyurethane foam shall be free of defects and internal voids greater than 1/2 inch (13 mm). When the joint filler is used to form the joint, the self -locking feature will not be required and the joint filler will extend full depth. Use lubricant -adhesive recommended by the join t filler manufacturer and apply according to the manufacturer's directions.

1005.07 Waterstops.

1005.07.1 Copper Waterstops: Comply with ASTM B370, soft

temper.

1005.07.2 Polyvinyl Chloride (PVC) Waterstops: Comply with

1005.07.3 Rubber Waterstops: Comply with U. S. Army Corps of

Engineers’ Specification CRD -C 513. The load required to compress test specimens by 25 percent (to 75 percent of original thickness) shall not be less than 3 psi (21 kPa). Dimensional tolerances shall be: Tolerance, inches (mm) Thickness: +/- 5% (+/- 5%) Depth: +/- 0.4 (+/- 10) Length: +3.0, -0 (+80, -0) The cross section shape shall allow easy installation in the pavement joint with parallel sides and shall be sufficiently self -locking to prevent the material from floating out of the joint. The molded polyurethane foam shall be free of defects and internal voids greater than 1/2 inch (13 mm). When the joint filler is used to form the joint, the self -locking feature will not be required and the joint filler will extend full depth. Use lubricant -adhesive recommended by the join t filler manufacturer and apply according to the manufacturer's directions.

1005.07 Waterstops.

1005.07.1 Copper Waterstops: Comply with ASTM B370, soft

temper.

1005.07.2 Polyvinyl Chloride (PVC) Waterstops: Comply with

1005.07.3 Rubber Waterstops: Comply with U. S. Army Corps of

Engineers’ Specification CRD -C 513. The load required to compress test specimens by 25 percent (to 75 percent of original thickness) shall not be less than 3 psi (21 kPa). Dimensional tolerances shall be: Tolerance, inches (mm) Thickness: +/- 5% (+/- 5%) Depth: +/- 0.4 (+/- 10) Length: +3.0, -0 (+80, -0) The cross section shape shall allow easy installation in the pavement joint with parallel sides and shall be sufficiently self -locking to prevent the material from floating out of the joint. The molded polyurethane foam shall be free of defects and internal voids greater than 1/2 inch (13 mm). When the joint filler is used to form the joint, the self -locking feature will not be required and the joint filler will extend full depth. Use lubricant -adhesive recommended by the join t filler manufacturer and apply according to the manufacturer's directions.

1005.07 Waterstops.

1005.07.1 Copper Waterstops: Comply with ASTM B370, soft

temper.

1005.07.2 Polyvinyl Chloride (PVC) Waterstops: Comply with

1005.07.3 Rubber Waterstops: Comply with U. S. Army Corps of

Engineers’ Specification CRD -C 513. Section 1006 Thermoplastic Pipe

1006.01 GENERAL. Thermoplastic pipe and joint systems for cross

drains, storm drains, and side drains shall be from the Approved Materials List. Thermo plastic pipe for underdrains and yard drains shall be perforated or non -perforated, as specified, and shall be from the Approved Materials List. Perforations, if specified, shall comply with AASHTO M 252.

1006.02 POLYVINYL CHLORIDE P IPE (PVCP). PVCP and gasket

materials shall comply with AASHTO M 278 or ASTM D3034, SDR 35.

1006.03 Ribbed Polyvinyl Chl Oride Pipe (Rpvcp).

RPVCP may be either open profile or dual wall construction in accordance with the specified ASTM standards. Pipe and gasket materials shall comply with ASTM F794 or ASTM F949, Series 46 with UV inhibitors. The resin shall have a minimum cell classification of 12454 -C in accordance with ASTM D1784.

1006.04 Corrugated Polyethyl Ene Pipe Single Wall

(CPEPSW). CPEPSW shall be perforated and shall comply with AASHTO M 252, Type C. Perforations shall comply with AASHTO M 252. Do not use CPEPSW as shoulder outlet underdrain pipe.

1006.05 Corrugated Polyethel Ene Pipe Double Wall

(CPEPDW). When used for storm, cross, or side drains, CPEPDW pipe and gasket materials sha ll comply with AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. When used for plastic underdrain pipe, the pipe and joint system shall comply with AASHTO M 252. When used for yard drain pipe, the pi pe and joint system shall comply with AASHTO M 252, Type S, with a minimum resin cell classification of 424420C in accordance with ASTM D3350, or AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. Section 1006 Thermoplastic Pipe

1006.01 GENERAL. Thermoplastic pipe and joint systems for cross

drains, storm drains, and side drains shall be from the Approved Materials List. Thermo plastic pipe for underdrains and yard drains shall be perforated or non -perforated, as specified, and shall be from the Approved Materials List. Perforations, if specified, shall comply with AASHTO M 252.

1006.02 POLYVINYL CHLORIDE P IPE (PVCP). PVCP and gasket

materials shall comply with AASHTO M 278 or ASTM D3034, SDR 35.

1006.03 Ribbed Polyvinyl Chl Oride Pipe (Rpvcp).

RPVCP may be either open profile or dual wall construction in accordance with the specified ASTM standards. Pipe and gasket materials shall comply with ASTM F794 or ASTM F949, Series 46 with UV inhibitors. The resin shall have a minimum cell classification of 12454 -C in accordance with ASTM D1784.

1006.04 Corrugated Polyethyl Ene Pipe Single Wall

(CPEPSW). CPEPSW shall be perforated and shall comply with AASHTO M 252, Type C. Perforations shall comply with AASHTO M 252. Do not use CPEPSW as shoulder outlet underdrain pipe.

1006.05 Corrugated Polyethel Ene Pipe Double Wall

(CPEPDW). When used for storm, cross, or side drains, CPEPDW pipe and gasket materials sha ll comply with AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. When used for plastic underdrain pipe, the pipe and joint system shall comply with AASHTO M 252. When used for yard drain pipe, the pi pe and joint system shall comply with AASHTO M 252, Type S, with a minimum resin cell classification of 424420C in accordance with ASTM D3350, or AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. Section 1006 Thermoplastic Pipe

1006.01 GENERAL. Thermoplastic pipe and joint systems for cross

drains, storm drains, and side drains shall be from the Approved Materials List. Thermo plastic pipe for underdrains and yard drains shall be perforated or non -perforated, as specified, and shall be from the Approved Materials List. Perforations, if specified, shall comply with AASHTO M 252.

1006.02 POLYVINYL CHLORIDE P IPE (PVCP). PVCP and gasket

materials shall comply with AASHTO M 278 or ASTM D3034, SDR 35.

1006.03 Ribbed Polyvinyl Chl Oride Pipe (Rpvcp).

RPVCP may be either open profile or dual wall construction in accordance with the specified ASTM standards. Pipe and gasket materials shall comply with ASTM F794 or ASTM F949, Series 46 with UV inhibitors. The resin shall have a minimum cell classification of 12454 -C in accordance with ASTM D1784.

1006.04 Corrugated Polyethyl Ene Pipe Single Wall

(CPEPSW). CPEPSW shall be perforated and shall comply with AASHTO M 252, Type C. Perforations shall comply with AASHTO M 252. Do not use CPEPSW as shoulder outlet underdrain pipe.

1006.05 Corrugated Polyethel Ene Pipe Double Wall

(CPEPDW). When used for storm, cross, or side drains, CPEPDW pipe and gasket materials sha ll comply with AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. When used for plastic underdrain pipe, the pipe and joint system shall comply with AASHTO M 252. When used for yard drain pipe, the pi pe and joint system shall comply with AASHTO M 252, Type S, with a minimum resin cell classification of 424420C in accordance with ASTM D3350, or AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. Section 1006 Thermoplastic Pipe

1006.01 GENERAL. Thermoplastic pipe and joint systems for cross

drains, storm drains, and side drains shall be from the Approved Materials List. Thermo plastic pipe for underdrains and yard drains shall be perforated or non -perforated, as specified, and shall be from the Approved Materials List. Perforations, if specified, shall comply with AASHTO M 252.

1006.02 POLYVINYL CHLORIDE P IPE (PVCP). PVCP and gasket

materials shall comply with AASHTO M 278 or ASTM D3034, SDR 35.

1006.03 Ribbed Polyvinyl Chl Oride Pipe (Rpvcp).

RPVCP may be either open profile or dual wall construction in accordance with the specified ASTM standards. Pipe and gasket materials shall comply with ASTM F794 or ASTM F949, Series 46 with UV inhibitors. The resin shall have a minimum cell classification of 12454 -C in accordance with ASTM D1784.

1006.04 Corrugated Polyethyl Ene Pipe Single Wall

(CPEPSW). CPEPSW shall be perforated and shall comply with AASHTO M 252, Type C. Perforations shall comply with AASHTO M 252. Do not use CPEPSW as shoulder outlet underdrain pipe.

1006.05 Corrugated Polyethel Ene Pipe Double Wall

(CPEPDW). When used for storm, cross, or side drains, CPEPDW pipe and gasket materials sha ll comply with AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350. When used for plastic underdrain pipe, the pipe and joint system shall comply with AASHTO M 252. When used for yard drain pipe, the pi pe and joint system shall comply with AASHTO M 252, Type S, with a minimum resin cell classification of 424420C in accordance with ASTM D3350, or AASHTO M 294, Type S, with a minimum resin cell classification of 435400C in accordance with ASTM D3350.