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1 <br />" <br />1.1 <br />1146.5 <br />1369.1 <br />G 223.4 <br />1145.7 <br />1147.1 <br />666.3 <br />59 <br />480.8 <br />0.1 <br />2.383 <br />1.2 <br />1212.0 <br />1436.8 <br />H 226.0 <br />1210.8 <br />1213.2 <br />E97.1 <br />64 <br />516.1 <br />0.2 <br />2.346 <br />2.364 <br />2.455 <br />95.1% <br />COMP <br />2 <br />-• <br />2.1 <br />1056.6 <br />12835 <br />I <br />229 4 <br />1054 1 <br />1058.4 <br />602.6 <br />58 <br />455.8 <br />0.4 <br />2.313 <br />2.2 <br />345.3 <br />1072.7 <br />J <br />227.8 <br />844 -9 • <br />845.9 <br />492.8 <br />45 <br />353.1 <br />0.2 <br />2.393 <br />2.353 <br />2.485 <br />94.7% <br />COMP <br />3 <br />3.1 <br />104.4.4 <br />1289..? <br />101.0 <br />246.7 <br />1043 <br />1045.4 <br />598.4 <br />56 <br />447.0 <br />0.2 2.333 <br />3.2 <br />986.5 <br />1233.7 <br />102.0 <br />248.0 <br />985.7 <br />987.5 <br />570.3 <br />53 <br />417_2 <br />0.2 2.363 <br />2.348 <br />2.485 <br />94.5% <br />COMP <br />.. <br />0 <br />0.0 <br />0 <br />0.0 <br />2.485 <br />COMP <br />.. <br />0 <br />0.0 <br />0 <br />0.0 <br />y <br />2.485 <br />COMP - <br />'• <br />0 <br />0.0 <br />0 <br />0.0 <br />2.485 <br />COMP <br />• <br />LONGITUDINAL JOINT CORES <br />1 <br />1.2L <br />1038.3 <br />1288.4 <br />103.0 <br />251.e • <br />1037 <br />1039.9 <br />592.6 <br />55 <br />447.3 <br />0.4 <br />'2.318 <br />2.485 <br />93.3% <br />" <br />COMP <br />1 <br />1.2R <br />984.4 <br />1229.7 <br />104.0 <br />249.1 <br />980.6 <br />385.7 <br />555.3 <br />53 <br />430.4 <br />0.5 <br />2.278 <br />2.485 <br />91.7"/ <br />COMP <br />0 <br />0.0 <br />2.4.65 <br />^ <br />COMP <br />0 <br />0.0 <br />2 485 . <br />• <br />COMP <br />PLANT: RAMSEY 906 <br />S.P. SP 199 - 102 -006 TH 167 AVE <br />PAVED.. 1020109 CORED 10/21/09 <br />R = RIGHT L = LEFT <br />C = CONFINED U = UNCONFINED <br />COMPANION CORE TESTED BY AGENCY <br />COMMERCIAL ASP1ik•.T <br />ENGINEER: CITY OF RAMSEY MAXIMUM DENSITY METHOD <br />TEST g's 313.314 <br />MIX TYPE: MVIAY35035 <br />TIME IN OVEN <br />TIME OUT OVEN <br />TONS- 1975 <br />LOT GORE II AIR DRY CDR EIPAN PAN ID. PAN V/i_ DRY WT. SSD WT_ I GI_ WT_ HEIGHT VOLUME %WATER <br />M <br />12 :25 PM <br />3'.25 PM <br />B LOTS- 3 <br />MDR ff 2009-106 <br />ABSORB <br />GMB <br />DATE 10/22109 <br />SPEC: 2360 <br />CONTRACTOR N. VALLEY <br />AVE <br />GMB <br />GMM <br />Page 1 <br />FINAL <br />DENSITY <br />TILLER CORPORATION <br />