Loading...
HomeMy WebLinkAboutCompaction Tests #10 - #26 - CSTC - Dated 03-07-16King County uepaf tment of Transportation Malcr;U13 LAMUtWy Project: cuntractor: L4, Kiny Cvurllty FIELD COMPACTION CONTRuL Logan Ave N. (Airport Wy to N 6tR 5t. Prujuut) Project No.: n 26896 Johansen Exvavating Inc. F.A.S. No. STPUL-> > 31(002) 155 Monroe iv%anue iNE. 31d5. D. Kenton. WA 980.)6-4199 Phone: (A6).496-7709 F -a: (206) 296-0179 Date: 3/4/2016 Tested By: William S. Parsons Grade/ Sect. Test # Station Offset Elev. Type Material Type Lab Field Corr. Opt. Test Opt. °�° #4 Lab Max Test Corr. Max. % Pass / Comp. Fail Notes 10 15+25 6' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.9 6.9 56 129.5 126.6 126.9 99.8 Pass Roadway 11 16+25 23' Rt. S/G+4" Fill CSTC (Recycled) 12.3 7.9 6.9 56 129.5 124.4 126.9 98.0 Pass Roadway 12 17+25 13' Rt. S/G+4"I Fill CSTC (Recycled) 12.3 8.7 6.9 56 129.5 126.9 126.9 100.0 Pass Roadway 13 18+25 4' Rt. S/G+4"1 Fill CSTC (Recycled) 12.3 10.1 6.9 56 129.5 123.4 126.9 97.2 Pass Roadway 14 201+18 16' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.6 6.9 56 129.5 121 1 126.9 95.4 Pass Roadway 15 25+00 9' Rt. S/G+4" Fill CSTC (Recycled) 12.3 11.2 6.9 56 129.5 123.5 126.9 97.3 Pass Roadway 16 26+00 18' Rt. S/G+4" Fill CSTC (Recycled) 12.3 9.4 6.9 56 129.5 126.2 126.9 99.4 Pass Roadway 17 27+00 4' Rt. S/G+4" Fill CSTC (Recycled) 12.3 9.3 6.9 56 129.5 126.9 126.9 100.0 Pass Roadway 18 28+00 20' Rt. S/G+4"I Fill CSTC (Recycled) 12.3 10.8 6.9 56 129.5 126.2 126.9 994 Pass Roadway 19 29+00 ll'Rt.S/G+4"I Fill I CSTC (Recycled) 12.3 9.5 6.9 56 129.5 126.1 126.9 99.4 Pass Roadway Cur-upautiun Ey. used: CAT CS -533E SDV #40-004 uumpautiun Muffliud: 2-06.3(1) Prouturtuurve Number: KC -14-349 A-1 Remarks: Instrotek 3500 #23zy 3/�l/iso Copies Dlstrift ion PrUjact Mngr Resident Engr Lead Inspector uuntractur Producer RIu const Admin. ttiub Cvuuly Deparimem of Transportation Materials Laboratory a Kk County FIELD COMPACTION CONTROL Project: Logan ve N.(Airport Wy to N 6th St. Project) Coniracior: Juhan5en Excavating Inc. 155 Monrvc Avenue NE. Bldg. v. Remon. W x 980a0=qi99 Fhone: Cz0(5) c 6-7709 rax: (/06).06-0179 Project No.: rnz6896 Date: 3/4/2016 F.A.S. No. STPUL-n31(OOz) Tested By: William S. Parsons compaction Eq. Used: CA CS -533E SOv X40-004 compaction Method: Proctor/curve Nom6er: KC -i4 -34y A -i RemarRs: Instrozek 3500 �z3zv a7YW:31-,1t(,e A/ -i1/ ('0 31 Copies Uisiribalion Project Mngr. Resident Engr. Lead Inspectur Contractor Prodecer File Const. Admin. Perceni Moisture0 D- Lab Max Test - Corr. Max. % Pass / Comp. Fail Notes Test # Station Grade/ Offset Elev. Sect. Type Material Type Lab Field Corr. Opt. Test Opt. % #4 20 30+00 6' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.9 6.9 56 129.5 121.1 126.9 95.4 Pass Roadway 21 31+00 16' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.2 6.9 56 129.5 125.6 126.9 99.0 Pass Roadway 22 32+00 7' Rt. S/G+4" Fill CSTC (Recycled) 12.3 9.4 6.9 56 129.5 125.3 126.9 98.7 Pass Roadway 23 33+00 19' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.4 6.9 56 129.5 122.6 126.9 96.6 Pass Roadway 24 34+00 10' Rt. S/G+4" Fill CSTC (Recycled) 12.3 10.2 6.9 56 129.5 122.4 126.9 96.5 Pass Roadway 25 35+00 18' Rt. S/G+4" Fill CSTC (Recycled) 12.3 7.8 6.9 56 129.5 121.1 126.9 95.4 Pass Roadway 26 35+84 4' Rt. S/G+4" Fill CSTC (Recycled) 12.3 8.8 6.9 56 129.5 124.3 126.9 98.0 Pass Roadway -4 compaction Eq. Used: CA CS -533E SOv X40-004 compaction Method: Proctor/curve Nom6er: KC -i4 -34y A -i RemarRs: Instrozek 3500 �z3zv a7YW:31-,1t(,e A/ -i1/ ('0 31 Copies Uisiribalion Project Mngr. Resident Engr. Lead Inspectur Contractor Prodecer File Const. Admin.