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20080418150544.pdf
CASCRDE TESTING CASCAQE TESTING LABORATORY, INC. TESTING & INSPECTJON 12979 N.C. 126TH PLACE KIRKLAND. WASHINGTON 98034 EVERETT -(4251 023-9gflp DENSITY FIELD RF nwr (425) 259-0817 DATE TO: .uv, 425-823-22033 P.1 P. I OF NO.. PROJECT OgO� -p LOCATION BLDG. PERM[T NO. OWNER AM: WEATHER OV&7&V TEMP. MPLE pESCRIP'IION! UR A.T. ENGINEER ARCHITECT 7 9 10 ILLUSTMTION SEiE C INSPECTOR, NAME(S) PRINTED INSPECTOR S#GNATURE SIGNED C OPI ES TO: OBSMATlONS AND RNARICS- H Feria W1. TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. T"S KPORT SHALL NOT' BE REPRODUCM EXCE=PT tN FULL. 1MTHOUT TTHE ESTING LLABORATTTEN ORiA N CASCADE Rvnzed 7-05. N AFrP4 o-2922 SOIL 16 CONTi2ACTOR D-2950 ASpFiALT © EMU1PI+1l:N1 usm r. I�. z�- )e- S Jll J NUCLEAR Di3115OMETER SJN# # DESCRIPTION OF LOCATION DEPTH FLEItATION WET IN FEET UFNSFF7Y, MOISTURE CONi��NT, nlzr OFNDSrIFTY, PROCTOR V 1 6tfT�d 1 zl MQtS7URE, r .0 lgz,6 �. M �a 3.0 L 1 7 3 7 9 10 ILLUSTMTION SEiE C INSPECTOR, NAME(S) PRINTED INSPECTOR S#GNATURE SIGNED C OPI ES TO: OBSMATlONS AND RNARICS- H Feria W1. TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. T"S KPORT SHALL NOT' BE REPRODUCM EXCE=PT tN FULL. 1MTHOUT TTHE ESTING LLABORATTTEN ORiA N CASCADE Rvnzed 7-05. N 153 148 143 N 6 13 13 12 CASCADE TESTING 425-823-22133 P.1 COMPACTION TEST REPORT Water content, % T1=q mr. nATA Curve No. 7985 Test Specification: ASTM D 1557-02 Method C Modificd Oversize correction applied to each point Hammer Wt.: 1416. Hammer Crop: 18 in, Number of Layers: five Blows per Layer: - 56 Mold Size: .075 cuff. Test Performed on Material Massing 3/4 in. Sieve Soil Data NM Sp.G. 2.72 asu LL _ PI %>314 its. 2.0°/a<#200 uses _.- AASHTO ROCK CORRECTED TMST RESULTS UNCORRECTE=D Material Description Maxium dry density = 142.0 pcf 141.6 pcf Sis" minus Crushed l� On -.Site optimum moisture = 6.6 % 6.8% Dated 4-09-08 Project No. 0804-08 Client: Viking Properties mm ` Remarks: Project; 23525 74th Avenue West (ESS -74) Source: Sample No.: 7985 CASNP.iW}E TESTING LABORATORY, INC. TESMNOEii47V ' ENG:I`JEEF-S ^MIS N.E ^.28MP4 pl_Alr7 KIRKLAND. WASHIN--70'4 99034 12: 8'; 3-36L1:J 1 2 3 4 5 5 WM+WS 24.15 24.60 25.00 25.2.3 25.25 WIUI 13.89 13.89 13.139 13.89 13.89 WW+T#1 532.20 505.20 515.50 503.20 531._50 WD+T#1 520.20 487.10 488.40 471.7.0 490.40 TARE#1 0.00 0.00 0.00 0.00 0.00 WW+T#2 WD + T #2 € TAR E #2 MOISTURE 2.3 3.6 5.4 6.'7 8.2 uRYDENs1TY 134.3 138.2 f:1.40-8 142.0 14fl.3 ROCK CORRECTED TMST RESULTS UNCORRECTE=D Material Description Maxium dry density = 142.0 pcf 141.6 pcf Sis" minus Crushed l� On -.Site optimum moisture = 6.6 % 6.8% Dated 4-09-08 Project No. 0804-08 Client: Viking Properties mm ` Remarks: Project; 23525 74th Avenue West (ESS -74) Source: Sample No.: 7985 CASNP.iW}E TESTING LABORATORY, INC. TESMNOEii47V ' ENG:I`JEEF-S ^MIS N.E ^.28MP4 pl_Alr7 KIRKLAND. WASHIN--70'4 99034 12: 8'; 3-36L1:J