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Cheyenne Regional Airport Pavement Restoration

Cheyenne, WY

Award: Infrastructure


Project Team

Owner: Cheyenne Regional Airport

General Contractor: Simon Contracting

Paving Contractor: S&S Builders

Engineer: Jacobs Engineering

Concrete: Croell Inc.

Slag Cement: Skyway Slag Cement

In this pavement project, slag cement was selected for its durability, strength, ASR mitigation and lighter color. Achieving close to 28-day flexural strength in just 7 days, the project boasted 620 psi avg flexural strength, with a 28-day flexural strength of 700 – 750.

This is the first time slag cement was used in a Wyoming paving project. This is the first project Jacobs Eng said FAA has allowed slag cement in this Region.

This was a removal and replacement of the existing runway for the shared Wyoming National Guard and Cheyenne regional airport.



% Slag Cement Replacement

35%

% Portland Cement

T I-II moderate alkali 0.60 -0.65,680 lbs total cementitious 7.23 sk

% Portland Limestone Cement

% Other SCM (if applicable)

Aggregate

Water/cement ratio

0.38

7-day strengths

620 avg psi flexural strength

28-day strengths

700 – 750 psi flexural strength


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