Laserfiche WebLink
40 <br />f ; <br />section to the width, depth and slope as shown on the Plans and Typical <br />Sections. The stabilized shoulder material shall have a minimum Florida <br />t Bearing Value of 50 pounds per square inch as determined by the Florida <br />Bearing Value Test. In an area where the bearing value is less than 50 psi, <br />stabilizing material approved by the Engineer shall be furnished by the <br />E Contractor, spread, and mixed thoroughly throughout the entire depth and <br />width; of the stabilizing limits. No specific density will be required and <br />compaction shall be only to the extent directed by the Engineer. <br />t 6. COMPAC TION TESTING <br />A. In general, Florida Bearing Value tests on the subgrade shall be taken at <br />approximately 300 lineal foot intervals. Exact locations will be designated by <br />the Engineer. <br />B. The maximum dry density of the subgrade material shall be determined by the <br />Modified Proctor- Test using the procedure as described by ASTM D1557 or <br />AASHTO-TI80 (Method A). 1n general, there shall be one Modified Proctor <br />fest per 300 lineal feet at a location which is representative of the type of <br />subgrade material used on the project. Each material which is inherently <br />different in composition from other subgrade material and which is used over <br />widespread arca of the project, Will ncccssiiatc an additional L1VlI: ICA <br />i <br />Proctor Test. <br />t_ <br />t.. <br />02.301-2