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Crispeno-Mayes_Testing.pdfTESTIENGINEERS, INC. Project No. L12154 Project Crispeno Short Plat Address 9812 235th PL SW, Edmonds, Permit No. Onsite Bldg Dept. City of Edmonds Owner Crispeno Residence Contractor ER Properties, Inc. Record No. 001 Date 04/18/12 Weather Clear and 50's Inspection Soil Sample(s) NIA swtue orro 20225 Cedar Valley Road Sob 190 Lynnwood, WA 98036 ph 425.742.9360 fax425.745.1737 Tacorna Ofte 10029 S. Tacoma Way Such E-2 Tacoma, WA 98439 ph 253.584.3720 fax 253.584.3707 Foruand Office 7911 NE 33rd Wve State 190 Porland, OR 97211 ph 503.281.7515 fax 503 281.7579 Performed in-place density tests of the 518" crushed rock fill placed at the new water line from 991" Place W to 9812 135'" Place SW in the eastbound traffic lane. Two lifts of 518" crushed rock from Fruhling Sand and Topsoil were placed and compacted with hoe pack. The Proctor for the material is 127.5 at 5.6% optimal moisture. Areas tested met the 95% compaction specifications. See attached "Soil Field Density Test Report". Informed Gary Conner, ER Properties, Inc. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Carl Harrington Reviewed By: Michael S. Dolder, P.E. Vice President Page 1 of 1 O O h co m O h C14 CD t2 m r - � a I n h mm °° N i7 V V Lq W r 0 a_ O N N 47 LO MM u7 mm - o0M NN 7 V NN N ❑ � L U) t8 C@ (D 0') O D- LL 13- LL m G U U n a) L LU Q- U LB (n 0 N U Z J co m O N Z O Z5 U U 5 QLLI O Q � F-- 9 W, F- O 0- LLIw F- Cl7 � W U 2i Z Q LU W LL C O h co m O h C14 CD t2 m r - � M h o;r n h mm L hh N i7 V V Lq W � 0 h h 47 47 N N 47 LO MM u7 mm - o0M NN 7 V NN N a X L N L C@ �LL D- LL 13- LL � O U U U LU cu .' 's L6 o 0� U) O'> l6E E y m ) 0 T m �� m M i N > a V Em am .7N h ©m L M �a cc 4� �-Q f-� Cl) U o (n Lij -C6 L E Nuc C N N o m ® © �r U U J F- h LL C 0 a � U U U U of of LL' 0� N ci N 0 M L N L LO L co L M 73 L L ® U U U U Lt7 u7 6C7 LO c 0 m` LO LO n co m m m rn rn E O U d a w tl 00 N n aco n n ri U �.i O y N N n N LO N O L � r pU N M M N Q1� a r r r r 0 +p, V t.4 c0 cD Iq 0 O i � Lc; Ln n LO �m m O_ � N n r ti N n 0 N N u C F-- 0 O - d7 C. j 41 _Cf L Cl) lE N C co r d J m > c o 16 Ql c D � N r O � N � w Q a a A < C'4 CO 0 N O z - C T LLA O O C O I6C 0ro U a O U (6CL C E ' g z o L) to -0 N Q � o O E aD cu C i E fO LL U LL 0 L N l9 a O ft- w�+ p .7 � C C 6 N O U c E m l9 _0 L Q c O t! E 2 (iJ a`oOi U aLo 00 O O E Lo m N N U Cl ❑ E E 0 z z L)Cn C!7 : E Q Q co m m m a❑❑ a Q cn F r