A. Sweet’s Catalog
B. Underwriters Laboratories
C. Construction Specifications Institute
D. American Society for Testing Materials
C. Construction Specifications Institute
A. Sweet’s Catalog
B. Thomas’ Register
C Engineering News Record
D. Crane and Riggers Association
B. Thomas’ Register
A. Underwriters Laboratories
B. American Standards Association
C. Construction Specifications Institute
D. American Society for Testing Materials
D. American Society for Testing Materials
A. Underwriters Laboratories
B. American Standards Association
C. Construction Specifications Institute
D. American Society for Testing Materials
A. Underwriters Laboratories
A. Riprap
B. Impurities
C. Weathering
D. Permeability
A. Riprap
A. Riprap
B. Abrasion
C. Impurities
D. Permeability
C. Impurities
A. Riprap
B. Impurities
C. Weathering
D. Permeability
D. Permeability
A. Abrasion
B. Adhesion
C. Soundness
D. Permeability
C. Soundness
A. Asphalt
B. Concrete
C. Gravel road
D. Sandy road
A. Asphalt
A. There are 40 openings per lineal inch
B. There are 40 openings per lineal foot
C. There are 40 inches of surface area
D. There are 1600 inches of surface area
A. There are 40 openings per lineal inch
A. 4 inches
B. 1/4 inch
C. No. 4
D. No. 200
A. 4 inches
A. Gap-graded
B. Well-graded
C. Skip-graded
D. Uniformly-graded
B. Well-graded
A. 150 pounds
B. 1350 pounds
C. 2430 pounds
D. 4050 pounds
D. 4050 pounds
A. Creep
B. Deformation
C. Working stress
D. Allowable stress
A. Creep
A. Setting
B. Adhesion
C. Hydration
D. Air-entrainment
C. Hydration
A. Clay
B. Gravel
C. Solid Rock
D. Fine Sands & Silts
B. Gravel
A. Type I
B. Type III
C. Type M
D. Type O
B. Type III
A. Strength
B. Hydration
C. Sulfate resistance
D. Freeze-thaw resistance
D. Freeze-thaw resistance
A. Air-entrainment
B. Water/Cement Ratio
C. Type of Portland Cement
D. Coarse/Fine Aggregate Ratio
B. Water/Cement Ratio
A. Tension
B. Durability
C. Compression
D. Bond Strength
A. Tension
A. American Concrete Institute
B. Concrete Reinforcing Steel Institute
C. Construction Specifications Institute
D. American Society for Testing Materials
B. Concrete Reinforcing Steel Institute
A. 1/8
B. ½
C. 1.0
D. 8.0
C. 1.0
A. 50
B. 90
C. 120
D. 150
B. 90
A. 0.310
B. 0.625
C. 1.043
D. 1.963
C. 1.043