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'. ~ ~ ~ i SamPlc No. 589 <br />1• <br />ADDITIONAL SHEET N0. 1 <br />It.formation for tests desired: <br />' I: is anticipated chat this pit will be used `.~r common borrow as well as <br />~iJ 6[:E~ material on more than one construction project. <br />3sn Stabilometer values on representative soil classifications and on <br />zepteeentacive pit run sand and gravel gradations for Item 203.07, borrow. <br />' Designs for Items 301, 304, and 403 should be made from only the material <br />ir.;,n the foiiowing test holes. These test holes outline the area o: better sand <br />;,r..: gravel with the least overburden. Any combination of these test holes may be <br />Teat Nc's. 5-B, 6-B, 7-B, 12-B, 15-A, 19-A, 19-B, 27-A, 29-A, 31-A, and 42-A. <br />' recommended job-mix gradation for Items 301 and 403 Gr. B is: <br />' 1" = 1002, #4 = 48~, #8 = 35Z, #200 = 7Z. - <br />- Recommended Job-mix gradation for Item 403 - Grading E is: <br />' 3/4" 100x, #4 = 54~, #8 40Z, # 200 = 8Z. <br />' IIse 120-150 Pc:.ct-atia: Asphalt Ceaeat. _ <br />_ - lbdify Item 304 Class 5 to 100x paeaing 1" sieve. <br />- . . <br />~. - <br />~' . <br />. ... <br />..: .. <br />_ ... <br />