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VAA Mix Use Guidelines

Standard Parking Lot

Parking Stalls and Drive Lanes

Surface:  SM-4.75A, SM-9.0A or SM-9.5A

Base:  IM-19.0A, BM-25.0A or CCPR

Comments: Base layer thickness will be determined in the pavement design process

Truck or Delivery Lanes

Surface:  SM-4.75D, SM-9.0D or SM-9.5D

Intermediate:  SM-12.5D or IM-19.0D

Base:  BM-25.0D or CCPR

Comments:

Surface: E mixes should be considered in areas where trucks and trailers will be parked

Intermediate: If required by the pavement design

Base: Base layer thickness will be determined in the pavement design process

Porous Parking Lot

DESIGN WHERE THE ENTIRE PARKING LOT IS POROUS.

Parking Stalls and Drive Lanes

Surface:  PAM-9.5 (PG 64E-22)

Base:  PAM-19.0 (PG 64H-22)

Comments: Base:  In the drive lanes, the PAM-19.0 can be substituted with IM-19.0D

DESIGN WHERE ONLY THE PARKING STALLS ARE POROUS.

Truck or Delivery Lanes

Surface:  SM-4.75D, SM-9.0D or SM-9.5D

Intermediate: SM-12.5D or IM-19.0D

Base:  BM-25.0D or CCPR

Comments:

Surface: E mixes should be considered in areas where trucks and trailers will be parked

Intermediate: If required by the pavement design

Base: Base layer thickness will be determined in the pavement design process

Sub-Division and Residential Street

Sub-Division and Residential Street

Surface:  SM-4.75A, SM-9.0A or SM-9.5A

Base:  IM-19.0A, BM-25.0A or CCPR

Comments: Base layer thickness will be determined in the pavement design process

Bus Lanes & Parking

Parking Stalls

Surface:  SM-9.0E or SM-9.5E

Intermediate:  IM-19.0E or BM-25.0D

Comments: Base layer thickness will be determined in the pavement design process

Drive Lanes

Surface:  SM-9.0E or SM-9.5E

Intermediate:  IM-19.0E

Base:  BM-25.0D or CCPR

Comments:

Intermediate: If required by pavement design

Base: Base layer thickness will be determined in the pavement design process

Intersections & Climbing Lanes

Drive Lanes

Surface:  SM-9.5E

Intermediate:  IM-19.0E

Base:  BM-25.0D

Comments: Base layer thickness will be determined in the pavement design process

Heavy Industrial Facilities

Parking Stalls & Drive Lanes

Surface:  SM-9.5E or SM-12.5E

Intermediate:  IM-19.5D or IM-19.0E

Base:  BM-25.0D

Comments: Base layer thickness will be determined in the pavement design process

Residential Driveways

Residential Driveways

Surface:  SM-4.75A, SM-9.0A or SM-9.5A

Base:  SM-12.5 or IM-19.0

Comments: Base layer thickness will be determined in the pavement design process

Sidewalks and Playgrounds

Residential Driveways

Surface:  SM-4.75A or SM-9.0A

Comments: Layer thickness will be determined in the pavement design process

Bicycle and Cart Paths

Bicycle and Cart Paths

Surface:  SM-4.75A or SM-9.0A

Comments: Layer thickness will be determined in the pavement design process

Tennis Courts

Tennis Courts

Surface:  SM-4.75A or SM-9.0A

Intermediate:  SM-9.5A or SM-12.5A

Comments: Base layer thickness will be determined in the pavement design process

Mix Thickness

Superpave Mixes

* Thickness will depend on Sub-Base.

Mix Type

NOMINAL MAXIMUM AGGREGATE SIZE

RECOMMENDED LIFT THICKNESS

SM-4.75

3/16 inch (4.75mm)

¾ inch

SM-9.0

3/8 inch (9.5mm)

1 inch

SM-9.5

3/8 inch (9.5mm)

1 ½ inches

SM-12.5

½ inch (12.5mm)

2 inches

IM-19.0

¾ inch (19.0mm)

2 inches

BM-25.0

1 inch (25mm)

3 inches to 5 inches *

CCPR

3 inches to 6 inches *

Porous Mixes

* Thickness will depend on Sub-Base.

Mix Type

NOMINAL MAXIMUM AGGREGATE SIZE

RECOMMENDED LIFT THICKNESS

PAM-9.5

3/8 inch (9.5mm)

1 ½ inches

PAM-19.0

¾ inch (19.0mm)

3 inches