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Compaction Tests #1 - #4 - Trench Backfill - Dated 12-24-15
King Coun[y155 Monroe .Avenue NI--Ren,on. W A 98056-4199. Bldg. I). Department of Transporiatic�n LVI Phone: (206) 296-7709 Ma`[[M icuh LU50iU[viy IZmPax: (2067 296-0179 FIELD uOMPACTIoN CONTROL Project: Eogan Avc A. (AiirpUrf wy tv A btfi 51. Project) Project No.: i i 26896 Lab Max Test Corr. % Pass / Max. Comp. Fail Notes Contractor: Johansen Excavating Inc. F.A.S. No. STPUL-113i(002) Date: 1272312015 Testea By: Maser Brawn Grade/ Sect. Test # Station Offset Elev. Type Material Type Lab Max Test Corr. % Pass / Max. Comp. Fail Notes Lab Opt. Field Corr. Test Opt. % #4 1 10'N C/L -0.5' Fill 4"- Gravel Borrow 8.3 6.8 4.3 52 139.0 132.6 135.0 98.2 Pass Storm 2 30'N C/L -1.5' Fill 4"- Gravel Borrow 8.3 6.6 4.3 52 139.0 130.8 135.0 96.9 Pass Storm 3 100-N C/L -1' Fill 4"- Gravel Borrow 8.3 6.7 4.3 52 139.0 131.2 135.0 97.2 Pass Storm 4 140'N C/L -1' Fill 4"- Gravel Borrow 8.3 8.0 4.3 52 139.0 129.4 135.0 95.9 Pass Storm uumpautiun Ey. USCG: CAT 320C LU #70-003 Hoepack uumpa thin MCthum 7-08.3(3) Prucuturluurve Number: KC -15-654 A-464 GB #2380 Remarks: Troxler 3450 #67187 Stationing is from CB#4 and offsets are from centerline of trench espies Dist, ib'utibn Project IOlnyr. Resident Enyr. Lead Inspector Guntractur Producer File uunst Admin.