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JobNO. 6142J034 <br />Invoice No. 614 2 0 213 <br />Re rtNo. Page 2 Oate 11-1-82 <br />SOIL/AtiGREGATE FIELD DENSITY TESTS <br />Test Ekvatlon <br />No. Date Location d Test Hok d Tat <br /> Dawm i <br />7 10-25-8 See attached location plan + <br />8 10-25-8 See attached location plan + <br />9 10-25-8 See attached location plan + <br />10 10-25-8 See attached location plan + <br /> <br /> <br />Moifture <br />Optimum <br />Maa <br />Dry In-Place Characteristic <br />Relatise <br />W7thin <br />Teat . <br />No Demiry Moisture 13cmfih Mdswrc Dry Densih Compaction Sfxses Carenenbe <br />. Lab. NO. % pd % ~{ % 7 <br />7 1 13.0 95.8 9.6 81.8 BS No 11-16-19 <br />8 1 13.0 95.8 10.0 83.4 87 No 11-16-19 <br />9 1 13.0 95.8 10.4 75.3 79 No 11-16-19 <br />10 1 13.0 95.8 10.0 81.0 85 No 11-16-19 <br /> <br />~-VE ~. <br />~~ -- <br />'COmIMr1IS <br />1. Subarade E. 100%min. read. <br />3. Suboafe Fill 9.9E%min. rep'd. <br />J Base Cours< 10.95%min. reQ'd. <br />~ Bac~lill 11.90%min. read. <br />5 Pavement Area 11. ES%min. rep'd. <br />b Below Foaina Bottom <br />7 Above Footma Bottom 1J. <br />la. Tested ASTM D•1556/MSHTO T•711 <br />15. Tested ASTM D-7977/D-3017 <br />16. TeslM ASTM d7973/MSMTO T-777 <br />17. Rock Corteatian applied to maximum <br />dry dtnfih per AASHTO T•IIe <br />1E. <br />19. Test Locatlonf Shown m Acmmparryln~ Sib Plan <br />70. Specifkalipnf Unkrawm <br />r D.n,m At surface of fill <br />