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Fill out the form below to get your custom asphalt versus concrete project analysis.
  1. Basic Information
  2. Advanced Information (optional)
Please fill out the Basic Information tab, and if you have the information, you can also fill out the Advanced Information. You will receive your custom report via email within 2 business days. All fields under the Basic Information tab are required.

Your Name: Project Name:
E-mail address*: Company Name:

*This is the email address we will send the full report to once it is finished.


Car Parking Area Drive Lanes & Truck Parking Area
Lot size (square feet)    Lot size (square feet)   



Truck Traffic Information
Average Number of
Trucks Per Day		Traffic Category
Parking Area
Drive Areas

None of the Advanced Information fields are required


EXISTING SOIL CONDITIONS:

Modulus of Subgrade:     CBR Conversion
Modulus of Subgrade = K
k = 500, CBR = 50
k = 400, CBR = 38
k = 300, CBR = 26
k = 200, CBR = 10
k = 100, CBR = 3
k = 50, CBR = 2


Please select your existing, typical or specified asphalt design:
Layer Material Car Park Area
Thickness (inches)		 Drive Lanes and Truck Area
Thickness (inches)
Surface Course:
Bituminous-Treated Base:
Other Base Course:



Disclaimer: This report is prepared solely for information purposes. It is intended solely for the use of professional personnel, competent to evaluate the significance and limitations of its content, and who will accept full responsibility for the application of the material it contains. The Maryland Ready Mixed Concrete Association and any other organizations cooperating in the preparation of this presentation strive for accuracy but disclaim any and all responsibility for application of the stated principles or for the accuracy of the content or sources and shall not be liable for any loss or damage arising from reliance on or use of any content or principles contained in this presentation.





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C & D Concrete • 1000 Parsons Road • Salisbury, MD 21801 • 1-800-310-5306 • Fax: 410-860-2773 • info@C-DConcrete.com


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